Index: doc/LaTeX/WTI_References/wti_references.bib.bak =================================================================== diff -u -r271 -r273 --- doc/LaTeX/WTI_References/wti_references.bib.bak (.../wti_references.bib.bak) (revision 271) +++ doc/LaTeX/WTI_References/wti_references.bib.bak (.../wti_references.bib.bak) (revision 273) @@ -4,135 +4,18 @@ @PREAMBLE{eck} -@TechReport{GrassWaveImpactKernel_TechnicalDesign, - Title = {Failure Mechanism Module Grass Wave Impact Zone, Technical Design}, - Author = {Adriaanse, B.L.}, - Institution = {Deltares}, - Year = {2015}, - Month = {Augustus}, - Number = {1220043-002-HYE-0007, final}, - - Owner = {trp}, - Timestamp = {2016.04.12} -} - -@TechReport{GrassWaveRunupKernel_TechnicalDesign, - Title = {Failure Mechanism Module Grass Wave Run-up Zone, Technical Design}, - Author = {Adriaanse, B.L.}, - Institution = {Deltares}, - Year = {2015}, - Month = {July}, - Number = {1220043-002-HYE-0006, final}, - - Owner = {trp}, - Timestamp = {2016.04.12} -} - -@Electronic{WaveImpact_AsphaltKernel_Spreadsheet, - Title = {WaveImpact Asphalt Kernel Master Sheet Tests}, - Author = {Anonymous}, - Url = {https://repos.deltares.nl/repos/FailureMechanisms/FailureMechanisms/WaveImpact/trunk/doc/Sheet Tests WaveImpact Asphalt Kernel.xls}, - - Owner = {markus}, - Timestamp = {2016.05.31} -} - -@Article{Bishop1955, - Title = {The Use of the Slip Circle in the Stability Analysis of Earth Slopes}, - Author = {Bishop, A.W.}, - Journal = {Geotechnique}, - Year = {1955}, - Pages = {7-17}, - Volume = {5}, - - Owner = {trp}, - Timestamp = {2016.05.02} -} - @TechReport{DSoilModel_TechnicalDesign, Title = {WTI 2017 D-Soil Model - Technical Design}, Author = {Bokma, J.}, Institution = {Deltares}, Year = {2016}, Month = {June}, - Number = {1209430-003-DSC-0021}, + Number = {1209430-003-DSC-0021, version 1.3}, Owner = {trp}, Timestamp = {2016.06.01} } -@TechReport{GrassUI_FunctionalDesign, - Title = {Grasbekleding - Functional Design}, - Author = {Bokma, J.}, - Institution = {Deltares}, - Year = {2016}, - Month = {April}, - Number = {1220079-001-DSC-0034, version 1.1, final}, - - Owner = {trp}, - Timestamp = {2016.04.12} -} - -@TechReport{PipingKernel_TechnicalDesign, - Title = {WTI2017 Failure Mechanisms - Piping Kernel, Technical Design}, - Author = {Bokma, J.}, - Institution = {Deltares}, - Year = {2015}, - Month = {July}, - Number = {1209442.002, version 1.2, final}, - - Owner = {trp}, - Timestamp = {2016.04.12} -} - -@TechReport{WaveImpactAsphaltKernel_FunctionalDesign, - Title = {WTI-2017 Failure mechanisms - Wave lmpact Asphalt kernel, Requirements and Functional Design}, - Author = {Bokma, J.}, - Institution = {Deltares}, - Year = {2015}, - Month = {Augustus}, - Number = {1207814.008, version 1.2}, - - Owner = {trp}, - Timestamp = {2016.04.12} -} - -@TechReport{WaveImpactAsphaltKernel_TechnicalDesign, - Title = {WTI2017 Failure Mechanisms - Wave Impact Asphalt Kernel, Technical Design}, - Author = {Bokma, J.}, - Institution = {Deltares}, - Year = {2013}, - Month = {September}, - Number = {1207814.008, version 1.0}, - - Owner = {trp}, - Timestamp = {2016.04.12} -} - -@TechReport{PipingKernel_TestPlan, - Title = {WTI-2017 Failure mechanisms - Piping kernel, Test Plan}, - Author = {Bokma, J. and Lindhout, P.}, - Institution = {Deltares}, - Year = {2014}, - Month = {June}, - Number = {1209442.002, version 1.1, final}, - - Owner = {trp}, - Timestamp = {2016.04.12} -} - -@TechReport{MacroStabilityKernel_TechnicalDesign, - Title = {WTI2017 Failure Mechanisms - MacroStability Kernel, Technical Design}, - Author = {Brinkman, R.}, - Institution = {Deltares}, - Year = {2016}, - Month = {January}, - Number = {1209442-002-HYE-0002, version 1.3, final}, - - Owner = {trp}, - Timestamp = {2016.04.12} -} - @TechReport{WTIGeneralRequirements, Title = {RTO Design (General requirements and design rules for WTI software)}, Author = {Brinkman, R.}, @@ -146,9 +29,9 @@ } @Manual{DSoilModel_Manual, - Title = {D-Soil Model Handleiding}, + Title = {D-Soil Model Handleiding, versie 16.1.1}, Author = {Deltares}, - Month = {April}, + Month = {June}, Year = {2016}, Owner = {trp}, @@ -166,68 +49,6 @@ Timestamp = {2016.05.02} } -@TechReport{Memo_CPhi0, - Title = {c en phi = 0 bij macrostabiliteit in WTI 2017}, - Author = {van Duinen, A.}, - Institution = {Deltares}, - Year = {2014}, - Month = {11 March}, - Number = {1209434-012-GEO-0003}, - Type = {Memo}, - - Owner = {trp}, - Timestamp = {2016.05.02} -} - -@TechReport{Memo_WaternetCreatorWTI2017, - Title = {Schematisering waterspanningen in WTI 2017 (Ringtoets)}, - Author = {van Duinen, A.}, - Institution = {Deltares}, - Year = {2014}, - Month = {11 March}, - Number = {1209434-012-GEO-0002}, - Type = {Memo}, - - Owner = {trp}, - Timestamp = {2016.05.02} -} - -@TechReport{Memo_Zonering, - Title = {Zonering bij macrostabiliteit in WTI 2017}, - Author = {van Duinen, A.}, - Institution = {Deltares}, - Year = {2014}, - Month = {21 February}, - Number = {1209434-012-GEO-0001}, - - Owner = {trp}, - Timestamp = {2016.05.02} -} - -@TechReport{PipingKernel_FunctionalDesign, - Title = {WTI2017 Failure mechanisms - Kernel Piping, Requirements and Functinal Design}, - Author = {F\"orster, U.}, - Institution = {Deltares}, - Year = {2015}, - Month = {September}, - Number = {1220084-008-GEO-0001, version 5, definitief}, - - Owner = {trp}, - Timestamp = {2016.04.12} -} - -@TechReport{WaveImpactAsphaltKernel_ScientificDoc, - Title = {Specificaties rekenhart GOLFKLAP (C\#)}, - Author = {`t Hart, R.}, - Institution = {Deltares}, - Year = {2015}, - Month = {October}, - Number = {1220086-009-HYE-0001, version 1, definitief}, - - Owner = {trp}, - Timestamp = {2016.04.12} -} - @TechReport{Eisen, Title = {Eisen aan toelevering van softwarecomponenten aan het Cluster Softwareontwikkeling}, Author = {Icke, J.}, @@ -260,30 +81,6 @@ Timestamp = {2016.05.02} } -@TechReport{MacroStabilityKernel_FunctionalDesign, - Title = {WTI-2017 Failure mechanisms - Macrostability kernel, Requirements and Design}, - Author = {van der Meij, R.}, - Institution = {Deltares}, - Year = {2013}, - Month = {April}, - Number = {1207814-007-HYE-0001, version 1, final}, - - Owner = {trp}, - Timestamp = {2016.04.12} -} - -@Article{Morgenstern1965, - Title = {The analysis of the stability of general slip surfaces}, - Author = {Morgenstern, N.R. and Price, V.E.}, - Journal = {Geotechnique}, - Year = {1965}, - Pages = {79-93}, - Volume = {15}, - - Owner = {trp}, - Timestamp = {2016.05.02} -} - @TechReport{AcceptatieTestPlan, Title = {Acceptatietestplan -- Plan voor acceptatie van de WTI2017 software}, Author = {van Putten, H. and Witlox, P.}, @@ -295,40 +92,6 @@ Timestamp = {2016.04.12} } -@TechReport{OverallTestPlanWTI, - Title = {Overall Testplan Software WTI2017 - RingToets, HydraRing, D-Soil Model en Faalmechanisme bibliotheken.}, - Author = {van Putten, H. and Witlox, P.}, - Institution = {Deltares}, - Year = {2015}, - Number = {1220079-005-DSC-0006}, - - Owner = {trp}, - Timestamp = {2016.04.12} -} - -@TechReport{Sellmeijer2010, - Title = {Beschrijving toetsproces piping, Aangepaste managementsamenvatting}, - Author = {Sellmeijer, H.}, - Institution = {Deltares}, - Year = {2010}, - - Owner = {trp}, - Timestamp = {2016.05.31} -} - -@Article{Spencer1967, - Title = {A method of analysis of the stability of embankments assuming parallel interslice forces}, - Author = {Spencer}, - Journal = {Geotechnique}, - Year = {1967}, - Number = {1}, - Pages = {11-26}, - Volume = {17}, - - Owner = {trp}, - Timestamp = {2016.05.02} -} - @Book{TAWReport, Title = {Technisch Rapport Waterspanningen bij dijken (2004)}, Author = {TAW}, @@ -351,27 +114,6 @@ Url = {www.helpdeskwater.nl/publish/pages/5173/ad009-technischrapportzandmeevoerendewellen.pdf} } -@TechReport{MacroStabilityUI_FunctionalDesign, - Title = {User Interface for Macro Stability - Functional Design}, - Author = {The, T.}, - Institution = {Deltares}, - Year = {2016}, - Month = {March}, - Number = {1230088-040}, - - Owner = {trp}, - Timestamp = {2016.04.11} -} - -@Electronic{PipingKernel_Spreadsheet, - Title = {Master Sheet Tests Piping Kernel RTO.xlsm}, - Author = {V. Trompille}, - Url = {https://repos.deltares.nl/repos/FailureMechanisms/FailureMechanisms/DikesPiping/trunk/doc}, - - Owner = {trp}, - Timestamp = {2016.05.31} -} - @TechReport{DSoilModel_TestPlan, Title = {D-Soil Model - Test Plan}, Author = {Trompille, V.}, @@ -396,126 +138,6 @@ Timestamp = {2016.06.01} } -@TechReport{GrassUI_TestPlan, - Title = {Grasbekleding, Test Plan}, - Author = {Trompille, V.}, - Institution = {Deltares}, - Year = {2016}, - Month = {March}, - Number = {1230088-041-DSC-0001, version 1.0, final}, - - Owner = {trp}, - Timestamp = {2016.04.12} -} - -@TechReport{MacroStabilityKernel_TestReport_16_1_1, - Title = {WTI2017 Failure mechanisms - MacroStability Kernel, Test Report for version 16.1.1}, - Author = {Trompille, V.}, - Institution = {Deltares}, - Year = {2016}, - Month = {May}, - Number = {1220043-002-HYE-????}, - - Owner = {trp}, - Timestamp = {2016.04.12} -} - -@TechReport{GrassWaveImpactKernel_TestPlan, - Title = {Failure Mechanism Module Grass Wave Impact Zone, Test Plan}, - Author = {Trompille, V.}, - Institution = {Deltares}, - Year = {2015}, - Month = {September}, - Number = {1220043-002-HYE-0011, version 1, final}, - - Owner = {trp}, - Timestamp = {2016.04.12} -} - -@TechReport{GrassWaveImpactKernel_TestReport_15_2_1, - Title = {Failure Mechanism Module Grass Wave Impact Zone - Test Report for version 15.2.1}, - Author = {Trompille, V.}, - Institution = {Deltares}, - Year = {2015}, - Month = {December}, - Number = {1220043-002-HYE-0035, version 1, final}, - - Owner = {trp}, - Timestamp = {2016.04.11} -} - -@TechReport{GrassWaveRunupKernel_TestPlan, - Title = {Failure Mechanism Module Grass Wave Runup Zone, Test Plan}, - Author = {Trompille, V.}, - Institution = {Deltares}, - Year = {2015}, - Month = {September}, - Number = {1220043-002-HYE-0015, version 1.0, final}, - - Owner = {trp}, - Timestamp = {2016.04.12} -} - -@TechReport{GrassWaveRunupKernel_TestReport_15_2_1, - Title = {Failure Mechanism Module Grass Wave Runup Zone Kernel, Test Report for version 15.2.1}, - Author = {Trompille, V.}, - Institution = {Deltares}, - Year = {2015}, - Month = {December}, - Number = {1220043-002-HYE-0034, version 1.0, final}, - - Owner = {trp}, - Timestamp = {2016.04.12} -} - -@TechReport{MacroStabilityKernel_TestReport_15_2_1, - Title = {WTI2017 Failure mechanisms - MacroStability Kernel, Test Report for version 15.2.1}, - Author = {Trompille, V.}, - Institution = {Deltares}, - Year = {2015}, - Month = {December}, - Number = {1220043-002-HYE-0044}, - - Owner = {trp}, - Timestamp = {2016.04.12} -} - -@TechReport{WaveImpactAsphaltKernel_TestPlan, - Title = {WTI2017 Failure Mechanisms - Wave lmpact Asphalt Kernel, Test Plan}, - Author = {Trompille, V.}, - Institution = {Deltares}, - Year = {2015}, - Month = {September}, - Number = {1207814.008, version 1, final}, - - Owner = {trp}, - Timestamp = {2016.04.12} -} - -@TechReport{WaveImpactAsphaltKernel_TestReport_15_2_1, - Title = {WTI-2017 Failure mechanisms - Wave Impact Asphalt Kernel, Test Report for version 15.2.1}, - Author = {Trompille, V.}, - Institution = {Deltares}, - Year = {2015}, - Month = {December}, - Number = {1220043-002-HYE-0032, version 1.0, final}, - - Owner = {trp}, - Timestamp = {2016.04.12} -} - -@TechReport{MacroStabilityKernel_TestPlan, - Title = {WTI-2017 Failure mechanisms - Macrostability kernel, Test Plan}, - Author = {Trompille, V.}, - Institution = {Deltares}, - Year = {2014}, - Month = {May}, - Number = {1209442-002-HYE-0004}, - - Owner = {trp}, - Timestamp = {2016.04.12} -} - @InProceedings{Van2001, Title = {New approach for uplift induced slope failure}, Author = {Van, M.A.}, @@ -550,30 +172,6 @@ Timestamp = {2016.05.02} } -@TechReport{GrassWaveImpactKernel_FunctionalDesign, - Title = {Failure Mechanism Module Grass Wave Impact Zone, Requirements and Functional Design}, - Author = {de Waal, H. and van Hoven, A.}, - Institution = {Deltares}, - Year = {2015}, - Month = {September}, - Number = {1220043-002-HYE-0025, version 2, final}, - - Owner = {trp}, - Timestamp = {2016.04.12} -} - -@TechReport{GrassWaveRunupKernel_FunctionalDesign, - Title = {Failure Mechanism Module Grass Wave Runup Zone, Requirements and Functional Design}, - Author = {de Waal, H. and van Hoven, A.}, - Institution = {Deltares}, - Year = {2015}, - Month = {October}, - Number = {1220043-002-HYE-0004, version 2, final}, - - Owner = {trp}, - Timestamp = {2016.04.12} -} - @TechReport{DSoilModel_FunctionalDesign, Title = {Functional Design D-Soil Model}, Author = {van der Zwan, I.}, @@ -595,16 +193,6 @@ Timestamp = {2016.05.31} } -@TechReport{SBWPiping2011, - Title = {SBW Piping HP.9. Technisch Rapport Zandmeevoerende Wellen, Herziene versie}, - Institution = {Deltares}, - Year = {2011}, - Number = {1202123-003}, - - Owner = {trp}, - Timestamp = {2016.05.31} -} - @comment{jabref-meta: selector_keywords:} @comment{jabref-meta: selector_journal:} Index: doc/LaTeX/D-Soil Model - Test report/D-Soil Model - Test Report.tex =================================================================== diff -u -r264 -r273 --- doc/LaTeX/D-Soil Model - Test report/D-Soil Model - Test Report.tex (.../D-Soil Model - Test Report.tex) (revision 264) +++ doc/LaTeX/D-Soil Model - Test report/D-Soil Model - Test Report.tex (.../D-Soil Model - Test Report.tex) (revision 273) @@ -42,8 +42,10 @@ \includepdf[pages=1, offset=72 -70]{pictures/D-SoilModel-TestDocument.pdf} % links-rechts past precies \cleardoublepage -\newcommand{\ProgramName}{D-Soil~Model\xspace} -\newcommand{\VersionNumber}{16.1.1.172\xspace} +\newcommand{\ProgramNamePlusSpace}{D-Soil~Model\xspace} +\newcommand{\ProgramName}{D-Soil~Model} +\newcommand{\VersionNumberPlusSpace}{16.1.1.172\xspace} +\newcommand{\VersionNumber}{16.1.1.172} \title{\ProgramName} \subtitle{} @@ -61,10 +63,10 @@ \references{Refer to \autoref{chp:References}.} -\summary{This document contains the test report for \ProgramName \VersionNumber, released with the following Delta Shell Light libraries: DSL--Core 16.1.1.574, DSL--FormsGeo 16.1.0.582, DSL--FormsMap 16.1.0.582, DSL--FormsStandard 16.1.0.581, DSL--Geo 16.1.1.578, DSL--Geographic 16.1.0.362, DSL--GeotechnicsIO 16.1.0.538 and DSL--Probabilistic 16.1.0.364. All the unit tests performed for the validation of \ProgramName pass but cover only 19.8\% of the code, so largely less than the minimum required code coverage of 60\%. Not all the features of \ProgramName were tested during the user interface testing (using test scripts). The functioning of \ProgramName as described in the Functional Design is therefore not ensured. +\summary{This document contains the test report for \ProgramNamePlusSpace \VersionNumber, released with the following Delta Shell Light libraries: DSL--Core 16.1.1.574, DSL--FormsGeo 16.1.0.582, DSL--FormsMap 16.1.0.582, DSL--FormsStandard 16.1.0.581, DSL--Geo 16.1.1.578, DSL--Geographic 16.1.0.362, DSL--GeotechnicsIO 16.1.0.538 and DSL--Probabilistic 16.1.0.364. All the unit tests performed for the validation of \ProgramNamePlusSpace pass but cover only 19.8\% of the code, so largely less than the minimum required code coverage of 60\%. Not all the features of \ProgramNamePlusSpace were tested during the user interface testing (using test scripts). The functioning of \ProgramNamePlusSpace as described in the Functional Design is therefore not ensured. \textbf{\footnotesize{Samenvatting}} \newline -Dit document bevat het test rapport voor \ProgramName \VersionNumber, gereleased met de volgende Delta Shell Light bibliotheken: DSL--Core 16.1.1.574, DSL--FormsGeo 16.1.0.582, DSL--FormsMap 16.1.0.582, DSL--FormsStandard 16.1.0.581, DSL--Geo 16.1.1.578, DSL--Geographic 16.1.0.362, DSL--GeotechnicsIO 16.1.0.538 en DSL--Probabilistic 16.1.0.364. Alle uitgevoerde 'unit tests' voor de validatie van \ProgramName slagen maar dekken alleen 19.8\% van de code, dus significant minder dan de minimaal vereiste code dekking van 60\%. Niet alle functionaliteit van \ProgramName werd getest tijdens de 'user interface' testen (met behulp van testscripts). De werking van \ProgramName, zoals beschreven in het functioneel ontwerp is daarom niet goed genoeg gewaarborgd.} +Dit document bevat het test rapport voor \ProgramNamePlusSpace \VersionNumber, gereleased met de volgende Delta Shell Light bibliotheken: DSL--Core 16.1.1.574, DSL--FormsGeo 16.1.0.582, DSL--FormsMap 16.1.0.582, DSL--FormsStandard 16.1.0.581, DSL--Geo 16.1.1.578, DSL--Geographic 16.1.0.362, DSL--GeotechnicsIO 16.1.0.538 en DSL--Probabilistic 16.1.0.364. Alle uitgevoerde 'unit tests' voor de validatie van \ProgramNamePlusSpace slagen maar dekken alleen 19.8\% van de code, dus significant minder dan de minimaal vereiste code dekking van 60\%. Niet alle functionaliteit van \ProgramNamePlusSpace werd getest tijdens de 'user interface' testen (met behulp van testscripts). De werking van \ProgramName, zoals beschreven in het functioneel ontwerp is daarom niet goed genoeg gewaarborgd.} \authori{dr. V. Trompille} \revieweri{dr.ir. J.G. van \newline Putten} @@ -146,10 +148,10 @@ REQ 6 & For each failure mechanism the subsoil is described in soil segments consisting of one of more scenario(s) of a soil profile" with a probability of appearance. These soil profiles are described in either 10 or 20 layer schematization. A soil segment can have a combination of 10 and 20 soil profiles. Each layer is described with at least all the parameters needed for the relevant failure mechanism. This output is gathered in one file, which can be directly imported in Ringtoets. \\ \hline REQ 6.1 & Stochastic characterization of the variables. A stochastic variable has a distribution. All stochastic variables can be stored as a mean value with a distribution . Per mechanisms the partial factor is stored in Ringtoets such that a stochastic variable can be turned into a semi- probabilistic design value. Ringtoets needs to work either with stochastic parameters or design values. The design values can be derived from the stochastic parameters. \\ \hline REQ 6.3 & Separate segments for each failure mechanism. The SOS segment boundaries can be different, depending upon the failure mechanism. Each mechanism has its own segment boundaries. \\ \hline -REQ 6.4 & Definition of the location of the 1D profile for Piping and D-Flow~Slide. 2D profiles exist for piping and flow slide analyses. The current kernels can only handle 1D schematizations. The \ProgramName user must be able to define the location of the 1D profile per 2D profile per mechanism. \\ \hline -REQ 6.5 & The application must support profile properties. Profile properties are information which is related and can be allocated to a soil profile. Thus far, the yield stress (Pre-consolidation stress) is the only profile property being used. & \\ \hline +REQ 6.4 & Definition of the location of the 1D profile for Piping and D-Flow~Slide. 2D profiles exist for piping and flow slide analyses. The current kernels can only handle 1D schematizations. The \ProgramNamePlusSpace user must be able to define the location of the 1D profile per 2D profile per mechanism. \\ \hline +REQ 6.5 & The application must support profile properties. Profile properties are information which is related and can be allocated to a soil profile. Thus far, the yield stress (Pre-consolidation stress) is the only profile property being used. \\ \hline REQ 6.6 & The application must support layer properties. Layer properties are information which is related and can be allocated to a soil layer. Thus far, the "is aquifer" property is the only available layer property. In future, leak agelength sor dampingfactors may also be transferred to layer properties. \\ \hline -REQ 7 & Stochastic schematization of subsoil. All the parameters of above described schematization can consist of stochastic variables or "as is" value (characteristic value or design value). All stochastic variables can be stored as a mean value with distribution parameters and the distribution type. Per mechanisms the partial factor is stored in Ringtoets such that a stochastic variable can be turned into a semi-probabilistic design value & \\ \hline +REQ 7 & Stochastic schematization of subsoil. All the parameters of above described schematization can consist of stochastic variables or "as is" value (characteristic value or design value). All stochastic variables can be stored as a mean value with distribution parameters and the distribution type. Per mechanisms the partial factor is stored in Ringtoets such that a stochastic variable can be turned into a semi-probabilistic design value \\ \hline REQ 7.1 & Stochastic subsoil modeling consists of soil segments (either lines or areas), each with soil profiles with a probability of appearance. Per failure mechanism the segments are defined. This stochastic subsoil modeling is presented in D-Soil Model. \\ \hline REQ 7.2 & Import relevant reference data. Also data which is not passed through to Ringtoets should be showed in order to make good subsoil schematizations. The following items need to be shown in a relevant window: Surface lines, Characteristic points, Outside water level, PL lines, Polder water level. Note: A surface line with characteristic points and the actual polder water level can be imported and placed above a relevant 20 cross section. Surface lines will be combined with all possible subsoil scenarios in Ringtoets. They will not be available as a separate object in O-Soil Model. Also, the outer water level and other PL lines can be viewed for reference in the cross sections of the 20 profile. \\ \hline REQ 7.3 & Overview of all available borings and CPT's in a segment/cross-section. All available ground investigation information in a section can be scrolled through and preferably dragged/dropped into a SOS scenario for viewing purposes. \\ \hline @@ -172,7 +174,7 @@ REQ 8.15 & Show ground investigation simultaneously to REQ 8.14 at the same reference level. When plotting soil investigations (CPT's and borings) on a reference line next to one another, they must be plotted relative to a same reference level (e.g. NAP) for simple comparison. \\ \hline REQ 8.16 & Synchronization between different views. The user can switch between different kind of views of the data by clicking on the name. E.g. clicking on segment A in the table window, also selects this segment on the map and the properties of this segment are shown on the map. Applicable for names of: Soilsegments, soilprofiles, material, layer, CPT, boring, surfacelines \\ \hline REQ 8.17 & Visibility of yield stress Yield stresses are plotted in the 2D profile as points with optional labels (label =Spanningswaarde). \\ \hline -REQ 9 & Edit and generate the building blocks of the subsoil schematization The user is able to edit all the building blocks. The user is responsible for the edits, \ProgramName gives validations messages when applicable (e.g. minimum and maximum values). The user is supported by the application with tools. \\ \hline +REQ 9 & Edit and generate the building blocks of the subsoil schematization The user is able to edit all the building blocks. The user is responsible for the edits, \ProgramNamePlusSpace gives validations messages when applicable (e.g. minimum and maximum values). The user is supported by the application with tools. \\ \hline REQ 9.1 & The soil materials can be named or renamed and the material properties can be created and modified in table view. Modification of the soil materials automatically updates the soil materials in the regarding soil layers. The material properties can be filtered on failure mechanism and calculation model if applicable. \\ \hline REQ 9.2 & The probably of appearance of one SOS scenario can be changed. The user is responsible for letting these scenarios add up to 100 percent. The interface should be such that the user can check this easily. \\ \hline REQ 9.3 & An existing 1D profile can be changed into a 2D profile so that the user can make changes in the cross section. A reference surface line needs to be drawn in this profile. Default width 100m. \\ \hline @@ -192,7 +194,7 @@ REQ 9.20 & Incorporate settlements underneath an embankment. The user must be able to define settlements (input cm settlement as input) underneath the embankment. \\ \hline REQ 9.21 & On a longitudinal cross section, the user is to be able to Visualize minimum and maximum of layer boundaries from the SOS data. For each 1D SOS scenario, the user must see the expected value of each layer boundary, together with the minimum and maximum value of the layer boundary. \\ \hline REQ 9.23 & On a longitudinal cross section, the user is to be able to Import soil areas and segments. The application can import soil areas (as a nice to have) and segments (must have) as shape files (polygons or poly-lines). \\ \hline -REQ 9.24 & On a longitudinal cross section, the user is to be able to Table import/export. All the tables in \ProgramName (tables in table window, yield stresses, Sigma-tau curves etc.) must have an export as well as an import functionality (for table or column(s)). \\ \hline +REQ 9.24 & On a longitudinal cross section, the user is to be able to Table import/export. All the tables in \ProgramNamePlusSpace (tables in table window, yield stresses, Sigma-tau curves etc.) must have an export as well as an import functionality (for table or column(s)). \\ \hline \end{longtable} @@ -215,7 +217,7 @@ Different unit tests exist as reported in the table below. All unit/integration tests succeed. -\begin{table}[h] +\begin{table}[H] \caption{Overview of the unit tests and integration tests for \ProgramName} \label{tab:2-1} \renewcommand{\arraystretch}{1.3} @@ -285,7 +287,7 @@ -The code coverage of \ProgramName is very low (\textbf{19.8\%}), which is largely below the minimum required code coverage of 60\% prescribed in \cite{OverallTestPlanWTI}. +The code coverage of \ProgramNamePlusSpace is very low (\textbf{19.8\%}), which is largely below the minimum required code coverage of 60\% prescribed in \cite{OverallTestPlanWTI}. @@ -368,13 +370,13 @@ %------------------------------------------------------------------------------ \chapter{Conclusion} -All the unit and integration tests performed for the validation of \ProgramName pass but cover only 19.8\% of the code, so largely less than the minimum required code coverage of 60\% prescribed in \cite{OverallTestPlanWTI}. \\ +All the unit and integration tests performed for the validation of \ProgramNamePlusSpace pass but cover only 19.8\% of the code, so largely less than the minimum required code coverage of 60\% prescribed in \cite{OverallTestPlanWTI}. \\ Special attention should be therefore paid to increase the code coverage of \ProgramName. An incomplete test of the User Interface has been performed by means of test scripts (see appendix \autoref{app:TestDocument}). \\ Special attention should be therefore paid to increase the number of test scripts. -To conclude, this test report does not allow to conclude that all the requirements of the Functional Design of \ProgramName (listed in \Sref{sec:1.3}) are implemented. The correct functioning of \ProgramName \VersionNumber is therefore not ensured. +To conclude, this test report does not allow to conclude that all the requirements of the Functional Design of \ProgramNamePlusSpace (listed in \Sref{sec:1.3}) are implemented. The correct functioning of \ProgramNamePlusSpace \VersionNumberPlusSpace is therefore not ensured. @@ -388,9 +390,9 @@ \begin{appendices} -\chapter{Overview of the Code Coverage of \ProgramName \VersionNumber on build server TeamCity} \label{app:CodeCoverage} +\chapter{Overview of the Code Coverage of \ProgramNamePlusSpace \VersionNumberPlusSpace on build server TeamCity} \label{app:CodeCoverage} -An overview of the code coverage of \ProgramName \VersionNumber is available on the build server TeamCity which displays the percentage of the code that was tested in method, class, and statement for each assembly. +An overview of the code coverage of \ProgramNamePlusSpace \VersionNumberPlusSpace is available on the build server TeamCity which displays the percentage of the code that was tested in method, class, and statement for each assembly. \begin{landscape} @@ -427,35 +429,34 @@ \end{landscape} -\chapter{Test Document \ProgramName \VersionNumber} \label{app:TestDocument} +\chapter{Test Document \ProgramNamePlusSpace \VersionNumberPlusSpace} \label{app:TestDocument} -\begin{rotate} -\includepdf[pages=1, offset=-20 -20, angle=90]{../DSoilModel-TestDocumenten/Testdocument_DSoilModel_16_1_0_135.pdf} -\includepdf[pages=2, offset=20 -20, angle=90]{../DSoilModel-TestDocumenten/Testdocument_DSoilModel_16_1_0_135.pdf} -\includepdf[pages=3, offset=-20mm -20mm, angle=90]{../DSoilModel-TestDocumenten/Testdocument_DSoilModel_16_1_0_135.pdf} -\includepdf[pages=4, offset=20mm -20mm, angle=90]{../DSoilModel-TestDocumenten/Testdocument_DSoilModel_16_1_0_135.pdf} -\includepdf[pages=5, offset=-20mm -20mm, angle=90]{../DSoilModel-TestDocumenten/Testdocument_DSoilModel_16_1_0_135.pdf} -\includepdf[pages=6, offset=20mm -20mm, angle=90]{../DSoilModel-TestDocumenten/Testdocument_DSoilModel_16_1_0_135.pdf} -\includepdf[pages=7, offset=-20mm -20mm, angle=90]{../DSoilModel-TestDocumenten/Testdocument_DSoilModel_16_1_0_135.pdf} -\includepdf[pages=8, offset=20mm -20mm, angle=90]{../DSoilModel-TestDocumenten/Testdocument_DSoilModel_16_1_0_135.pdf} -\includepdf[pages=9, offset=-20mm -20mm, angle=90]{../DSoilModel-TestDocumenten/Testdocument_DSoilModel_16_1_0_135.pdf} -\includepdf[pages=10, offset=20mm -20mm, angle=90]{../DSoilModel-TestDocumenten/Testdocument_DSoilModel_16_1_0_135.pdf} -\includepdf[pages=11, offset=-20mm -20mm, angle=90]{../DSoilModel-TestDocumenten/Testdocument_DSoilModel_16_1_0_135.pdf} -\includepdf[pages=12, offset=20mm -20mm, angle=90]{../DSoilModel-TestDocumenten/Testdocument_DSoilModel_16_1_0_135.pdf} -\includepdf[pages=13, offset=-20mm -20mm, angle=90]{../DSoilModel-TestDocumenten/Testdocument_DSoilModel_16_1_0_135.pdf} -\includepdf[pages=14, offset=20mm -20mm, angle=90]{../DSoilModel-TestDocumenten/Testdocument_DSoilModel_16_1_0_135.pdf} -\includepdf[pages=15, offset=-20mm -20mm, angle=90]{../DSoilModel-TestDocumenten/Testdocument_DSoilModel_16_1_0_135.pdf} -\includepdf[pages=16, offset=20mm -20mm, angle=90]{../DSoilModel-TestDocumenten/Testdocument_DSoilModel_16_1_0_135.pdf} -\includepdf[pages=17, offset=-20mm -20mm, angle=90]{../DSoilModel-TestDocumenten/Testdocument_DSoilModel_16_1_0_135.pdf} -\includepdf[pages=18, offset=20mm -20mm, angle=90]{../DSoilModel-TestDocumenten/Testdocument_DSoilModel_16_1_0_135.pdf} -\includepdf[pages=19, offset=-20mm -20mm, angle=90]{../DSoilModel-TestDocumenten/Testdocument_DSoilModel_16_1_0_135.pdf} -\includepdf[pages=20, offset=20mm -20mm, angle=90]{../DSoilModel-TestDocumenten/Testdocument_DSoilModel_16_1_0_135.pdf} -\includepdf[pages=21, offset=-20mm -20mm, angle=90]{../DSoilModel-TestDocumenten/Testdocument_DSoilModel_16_1_0_135.pdf} -\includepdf[pages=22, offset=20mm -20mm, angle=90]{../DSoilModel-TestDocumenten/Testdocument_DSoilModel_16_1_0_135.pdf} -\includepdf[pages=23, offset=-20mm -20mm, angle=90]{../DSoilModel-TestDocumenten/Testdocument_DSoilModel_16_1_0_135.pdf} -\includepdf[pages=24, offset=20mm -20mm, angle=90]{../DSoilModel-TestDocumenten/Testdocument_DSoilModel_16_1_0_135.pdf} -\includepdf[pages=25, offset=-20mm -20mm, angle=90]{../DSoilModel-TestDocumenten/Testdocument_DSoilModel_16_1_0_135.pdf} +\includepdf[pages=1, offset=-20 -20, angle=90]{../../../test/DSoilModel-TestDocumenten/Testdocument_DSoilModel_16_1_0_135.pdf} +\includepdf[pages=2, offset=20 -20, angle=90]{../../../test/DSoilModel-TestDocumenten/Testdocument_DSoilModel_16_1_0_135.pdf} +\includepdf[pages=3, offset=-20mm -20mm, angle=90]{../../../test/DSoilModel-TestDocumenten/Testdocument_DSoilModel_16_1_0_135.pdf} +\includepdf[pages=4, offset=20mm -20mm, angle=90]{../../../test/DSoilModel-TestDocumenten/Testdocument_DSoilModel_16_1_0_135.pdf} +\includepdf[pages=5, offset=-20mm -20mm, angle=90]{../../../test/DSoilModel-TestDocumenten/Testdocument_DSoilModel_16_1_0_135.pdf} +\includepdf[pages=6, offset=20mm -20mm, angle=90]{../../../test/DSoilModel-TestDocumenten/Testdocument_DSoilModel_16_1_0_135.pdf} +\includepdf[pages=7, offset=-20mm -20mm, angle=90]{../../../test/DSoilModel-TestDocumenten/Testdocument_DSoilModel_16_1_0_135.pdf} +\includepdf[pages=8, offset=20mm -20mm, angle=90]{../../../test/DSoilModel-TestDocumenten/Testdocument_DSoilModel_16_1_0_135.pdf} +\includepdf[pages=9, offset=-20mm -20mm, angle=90]{../../../test/DSoilModel-TestDocumenten/Testdocument_DSoilModel_16_1_0_135.pdf} +\includepdf[pages=10, offset=20mm -20mm, angle=90]{../../../test/DSoilModel-TestDocumenten/Testdocument_DSoilModel_16_1_0_135.pdf} +\includepdf[pages=11, offset=-20mm -20mm, angle=90]{../../../test/DSoilModel-TestDocumenten/Testdocument_DSoilModel_16_1_0_135.pdf} +\includepdf[pages=12, offset=20mm -20mm, angle=90]{../../../test/DSoilModel-TestDocumenten/Testdocument_DSoilModel_16_1_0_135.pdf} +\includepdf[pages=13, offset=-20mm -20mm, angle=90]{../../../test/DSoilModel-TestDocumenten/Testdocument_DSoilModel_16_1_0_135.pdf} +\includepdf[pages=14, offset=20mm -20mm, angle=90]{../../../test/DSoilModel-TestDocumenten/Testdocument_DSoilModel_16_1_0_135.pdf} +\includepdf[pages=15, offset=-20mm -20mm, angle=90]{../../../test/DSoilModel-TestDocumenten/Testdocument_DSoilModel_16_1_0_135.pdf} +\includepdf[pages=16, offset=20mm -20mm, angle=90]{../../../test/DSoilModel-TestDocumenten/Testdocument_DSoilModel_16_1_0_135.pdf} +\includepdf[pages=17, offset=-20mm -20mm, angle=90]{../../../test/DSoilModel-TestDocumenten/Testdocument_DSoilModel_16_1_0_135.pdf} +\includepdf[pages=18, offset=20mm -20mm, angle=90]{../../../test/DSoilModel-TestDocumenten/Testdocument_DSoilModel_16_1_0_135.pdf} +\includepdf[pages=19, offset=-20mm -20mm, angle=90]{../../../test/DSoilModel-TestDocumenten/Testdocument_DSoilModel_16_1_0_135.pdf} +\includepdf[pages=20, offset=20mm -20mm, angle=90]{../../../test/DSoilModel-TestDocumenten/Testdocument_DSoilModel_16_1_0_135.pdf} +\includepdf[pages=21, offset=-20mm -20mm, angle=90]{../../../test/DSoilModel-TestDocumenten/Testdocument_DSoilModel_16_1_0_135.pdf} +\includepdf[pages=22, offset=20mm -20mm, angle=90]{../../../test/DSoilModel-TestDocumenten/Testdocument_DSoilModel_16_1_0_135.pdf} +\includepdf[pages=23, offset=-20mm -20mm, angle=90]{../../../test/DSoilModel-TestDocumenten/Testdocument_DSoilModel_16_1_0_135.pdf} +\includepdf[pages=24, offset=20mm -20mm, angle=90]{../../../test/DSoilModel-TestDocumenten/Testdocument_DSoilModel_16_1_0_135.pdf} +\includepdf[pages=25, offset=-20mm -20mm, angle=90]{../../../test/DSoilModel-TestDocumenten/Testdocument_DSoilModel_16_1_0_135.pdf} \end{appendices} Index: doc/LaTeX/WTI_References/wti_references.bib =================================================================== diff -u -r272 -r273 --- doc/LaTeX/WTI_References/wti_references.bib (.../wti_references.bib) (revision 272) +++ doc/LaTeX/WTI_References/wti_references.bib (.../wti_references.bib) (revision 273) @@ -4,135 +4,18 @@ @PREAMBLE{eck} -@TechReport{GrassWaveImpactKernel_TechnicalDesign, - Title = {Failure Mechanism Module Grass Wave Impact Zone, Technical Design}, - Author = {Adriaanse, B.L.}, - Institution = {Deltares}, - Year = {2015}, - Month = {Augustus}, - Number = {1220043-002-HYE-0007, final}, - - Owner = {trp}, - Timestamp = {2016.04.12} -} - -@TechReport{GrassWaveRunupKernel_TechnicalDesign, - Title = {Failure Mechanism Module Grass Wave Run-up Zone, Technical Design}, - Author = {Adriaanse, B.L.}, - Institution = {Deltares}, - Year = {2015}, - Month = {July}, - Number = {1220043-002-HYE-0006, final}, - - Owner = {trp}, - Timestamp = {2016.04.12} -} - -@Electronic{WaveImpact_AsphaltKernel_Spreadsheet, - Title = {WaveImpact Asphalt Kernel Master Sheet Tests}, - Author = {Anonymous}, - Url = {https://repos.deltares.nl/repos/FailureMechanisms/FailureMechanisms/WaveImpact/trunk/doc/Sheet Tests WaveImpact Asphalt Kernel.xls}, - - Owner = {markus}, - Timestamp = {2016.05.31} -} - -@Article{Bishop1955, - Title = {The Use of the Slip Circle in the Stability Analysis of Earth Slopes}, - Author = {Bishop, A.W.}, - Journal = {Geotechnique}, - Year = {1955}, - Pages = {7-17}, - Volume = {5}, - - Owner = {trp}, - Timestamp = {2016.05.02} -} - @TechReport{DSoilModel_TechnicalDesign, Title = {WTI 2017 D-Soil Model - Technical Design}, Author = {Bokma, J.}, Institution = {Deltares}, Year = {2016}, Month = {June}, - Number = {1209430-003-DSC-0021}, + Number = {1209430-003-DSC-0021, version 1.3}, Owner = {trp}, Timestamp = {2016.06.01} } -@TechReport{GrassUI_FunctionalDesign, - Title = {Grasbekleding - Functional Design}, - Author = {Bokma, J.}, - Institution = {Deltares}, - Year = {2016}, - Month = {April}, - Number = {1220079-001-DSC-0034, version 1.1, final}, - - Owner = {trp}, - Timestamp = {2016.04.12} -} - -@TechReport{PipingKernel_TechnicalDesign, - Title = {WTI2017 Failure Mechanisms - Piping Kernel, Technical Design}, - Author = {Bokma, J.}, - Institution = {Deltares}, - Year = {2015}, - Month = {July}, - Number = {1209442.002, version 1.2, final}, - - Owner = {trp}, - Timestamp = {2016.04.12} -} - -@TechReport{WaveImpactAsphaltKernel_FunctionalDesign, - Title = {WTI-2017 Failure mechanisms - Wave lmpact Asphalt kernel, Requirements and Functional Design}, - Author = {Bokma, J.}, - Institution = {Deltares}, - Year = {2015}, - Month = {Augustus}, - Number = {1207814.008, version 1.2}, - - Owner = {trp}, - Timestamp = {2016.04.12} -} - -@TechReport{WaveImpactAsphaltKernel_TechnicalDesign, - Title = {WTI2017 Failure Mechanisms - Wave Impact Asphalt Kernel, Technical Design}, - Author = {Bokma, J.}, - Institution = {Deltares}, - Year = {2013}, - Month = {September}, - Number = {1207814.008, version 1.0}, - - Owner = {trp}, - Timestamp = {2016.04.12} -} - -@TechReport{PipingKernel_TestPlan, - Title = {WTI-2017 Failure mechanisms - Piping kernel, Test Plan}, - Author = {Bokma, J. and Lindhout, P.}, - Institution = {Deltares}, - Year = {2014}, - Month = {June}, - Number = {1209442.002, version 1.1, final}, - - Owner = {trp}, - Timestamp = {2016.04.12} -} - -@TechReport{MacroStabilityKernel_TechnicalDesign, - Title = {WTI2017 Failure Mechanisms - MacroStability Kernel, Technical Design}, - Author = {Brinkman, R.}, - Institution = {Deltares}, - Year = {2016}, - Month = {January}, - Number = {1209442-002-HYE-0002, version 1.3, final}, - - Owner = {trp}, - Timestamp = {2016.04.12} -} - @TechReport{WTIGeneralRequirements, Title = {RTO Design (General requirements and design rules for WTI software)}, Author = {Brinkman, R.}, @@ -166,68 +49,6 @@ Timestamp = {2016.05.02} } -@TechReport{Memo_CPhi0, - Title = {c en phi = 0 bij macrostabiliteit in WTI 2017}, - Author = {van Duinen, A.}, - Institution = {Deltares}, - Year = {2014}, - Month = {11 March}, - Number = {1209434-012-GEO-0003}, - Type = {Memo}, - - Owner = {trp}, - Timestamp = {2016.05.02} -} - -@TechReport{Memo_WaternetCreatorWTI2017, - Title = {Schematisering waterspanningen in WTI 2017 (Ringtoets)}, - Author = {van Duinen, A.}, - Institution = {Deltares}, - Year = {2014}, - Month = {11 March}, - Number = {1209434-012-GEO-0002}, - Type = {Memo}, - - Owner = {trp}, - Timestamp = {2016.05.02} -} - -@TechReport{Memo_Zonering, - Title = {Zonering bij macrostabiliteit in WTI 2017}, - Author = {van Duinen, A.}, - Institution = {Deltares}, - Year = {2014}, - Month = {21 February}, - Number = {1209434-012-GEO-0001}, - - Owner = {trp}, - Timestamp = {2016.05.02} -} - -@TechReport{PipingKernel_FunctionalDesign, - Title = {WTI2017 Failure mechanisms - Kernel Piping, Requirements and Functinal Design}, - Author = {F\"orster, U.}, - Institution = {Deltares}, - Year = {2015}, - Month = {September}, - Number = {1220084-008-GEO-0001, version 5, definitief}, - - Owner = {trp}, - Timestamp = {2016.04.12} -} - -@TechReport{WaveImpactAsphaltKernel_ScientificDoc, - Title = {Specificaties rekenhart GOLFKLAP (C\#)}, - Author = {`t Hart, R.}, - Institution = {Deltares}, - Year = {2015}, - Month = {October}, - Number = {1220086-009-HYE-0001, version 1, definitief}, - - Owner = {trp}, - Timestamp = {2016.04.12} -} - @TechReport{Eisen, Title = {Eisen aan toelevering van softwarecomponenten aan het Cluster Softwareontwikkeling}, Author = {Icke, J.}, @@ -260,30 +81,6 @@ Timestamp = {2016.05.02} } -@TechReport{MacroStabilityKernel_FunctionalDesign, - Title = {WTI-2017 Failure mechanisms - Macrostability kernel, Requirements and Design}, - Author = {van der Meij, R.}, - Institution = {Deltares}, - Year = {2013}, - Month = {April}, - Number = {1207814-007-HYE-0001, version 1, final}, - - Owner = {trp}, - Timestamp = {2016.04.12} -} - -@Article{Morgenstern1965, - Title = {The analysis of the stability of general slip surfaces}, - Author = {Morgenstern, N.R. and Price, V.E.}, - Journal = {Geotechnique}, - Year = {1965}, - Pages = {79-93}, - Volume = {15}, - - Owner = {trp}, - Timestamp = {2016.05.02} -} - @TechReport{AcceptatieTestPlan, Title = {Acceptatietestplan -- Plan voor acceptatie van de WTI2017 software}, Author = {van Putten, H. and Witlox, P.}, @@ -295,40 +92,6 @@ Timestamp = {2016.04.12} } -@TechReport{OverallTestPlanWTI, - Title = {Overall Testplan Software WTI2017 - RingToets, HydraRing, D-Soil Model en Faalmechanisme bibliotheken.}, - Author = {van Putten, H. and Witlox, P.}, - Institution = {Deltares}, - Year = {2015}, - Number = {1220079-005-DSC-0006}, - - Owner = {trp}, - Timestamp = {2016.04.12} -} - -@TechReport{Sellmeijer2010, - Title = {Beschrijving toetsproces piping, Aangepaste managementsamenvatting}, - Author = {Sellmeijer, H.}, - Institution = {Deltares}, - Year = {2010}, - - Owner = {trp}, - Timestamp = {2016.05.31} -} - -@Article{Spencer1967, - Title = {A method of analysis of the stability of embankments assuming parallel interslice forces}, - Author = {Spencer}, - Journal = {Geotechnique}, - Year = {1967}, - Number = {1}, - Pages = {11-26}, - Volume = {17}, - - Owner = {trp}, - Timestamp = {2016.05.02} -} - @Book{TAWReport, Title = {Technisch Rapport Waterspanningen bij dijken (2004)}, Author = {TAW}, @@ -351,27 +114,6 @@ Url = {www.helpdeskwater.nl/publish/pages/5173/ad009-technischrapportzandmeevoerendewellen.pdf} } -@TechReport{MacroStabilityUI_FunctionalDesign, - Title = {User Interface for Macro Stability - Functional Design}, - Author = {The, T.}, - Institution = {Deltares}, - Year = {2016}, - Month = {March}, - Number = {1230088-040}, - - Owner = {trp}, - Timestamp = {2016.04.11} -} - -@Electronic{PipingKernel_Spreadsheet, - Title = {Master Sheet Tests Piping Kernel RTO.xlsm}, - Author = {V. Trompille}, - Url = {https://repos.deltares.nl/repos/FailureMechanisms/FailureMechanisms/DikesPiping/trunk/doc}, - - Owner = {trp}, - Timestamp = {2016.05.31} -} - @TechReport{DSoilModel_TestPlan, Title = {D-Soil Model - Test Plan}, Author = {Trompille, V.}, @@ -396,126 +138,6 @@ Timestamp = {2016.06.01} } -@TechReport{GrassUI_TestPlan, - Title = {Grasbekleding, Test Plan}, - Author = {Trompille, V.}, - Institution = {Deltares}, - Year = {2016}, - Month = {March}, - Number = {1230088-041-DSC-0001, version 1.0, final}, - - Owner = {trp}, - Timestamp = {2016.04.12} -} - -@TechReport{MacroStabilityKernel_TestReport_16_1_1, - Title = {WTI2017 Failure mechanisms - MacroStability Kernel, Test Report for version 16.1.1}, - Author = {Trompille, V.}, - Institution = {Deltares}, - Year = {2016}, - Month = {May}, - Number = {1220043-002-HYE-????}, - - Owner = {trp}, - Timestamp = {2016.04.12} -} - -@TechReport{GrassWaveImpactKernel_TestPlan, - Title = {Failure Mechanism Module Grass Wave Impact Zone, Test Plan}, - Author = {Trompille, V.}, - Institution = {Deltares}, - Year = {2015}, - Month = {September}, - Number = {1220043-002-HYE-0011, version 1, final}, - - Owner = {trp}, - Timestamp = {2016.04.12} -} - -@TechReport{GrassWaveImpactKernel_TestReport_15_2_1, - Title = {Failure Mechanism Module Grass Wave Impact Zone - Test Report for version 15.2.1}, - Author = {Trompille, V.}, - Institution = {Deltares}, - Year = {2015}, - Month = {December}, - Number = {1220043-002-HYE-0035, version 1, final}, - - Owner = {trp}, - Timestamp = {2016.04.11} -} - -@TechReport{GrassWaveRunupKernel_TestPlan, - Title = {Failure Mechanism Module Grass Wave Runup Zone, Test Plan}, - Author = {Trompille, V.}, - Institution = {Deltares}, - Year = {2015}, - Month = {September}, - Number = {1220043-002-HYE-0015, version 1.0, final}, - - Owner = {trp}, - Timestamp = {2016.04.12} -} - -@TechReport{GrassWaveRunupKernel_TestReport_15_2_1, - Title = {Failure Mechanism Module Grass Wave Runup Zone Kernel, Test Report for version 15.2.1}, - Author = {Trompille, V.}, - Institution = {Deltares}, - Year = {2015}, - Month = {December}, - Number = {1220043-002-HYE-0034, version 1.0, final}, - - Owner = {trp}, - Timestamp = {2016.04.12} -} - -@TechReport{MacroStabilityKernel_TestReport_15_2_1, - Title = {WTI2017 Failure mechanisms - MacroStability Kernel, Test Report for version 15.2.1}, - Author = {Trompille, V.}, - Institution = {Deltares}, - Year = {2015}, - Month = {December}, - Number = {1220043-002-HYE-0044}, - - Owner = {trp}, - Timestamp = {2016.04.12} -} - -@TechReport{WaveImpactAsphaltKernel_TestPlan, - Title = {WTI2017 Failure Mechanisms - Wave lmpact Asphalt Kernel, Test Plan}, - Author = {Trompille, V.}, - Institution = {Deltares}, - Year = {2015}, - Month = {September}, - Number = {1207814.008, version 1, final}, - - Owner = {trp}, - Timestamp = {2016.04.12} -} - -@TechReport{WaveImpactAsphaltKernel_TestReport_15_2_1, - Title = {WTI-2017 Failure mechanisms - Wave Impact Asphalt Kernel, Test Report for version 15.2.1}, - Author = {Trompille, V.}, - Institution = {Deltares}, - Year = {2015}, - Month = {December}, - Number = {1220043-002-HYE-0032, version 1.0, final}, - - Owner = {trp}, - Timestamp = {2016.04.12} -} - -@TechReport{MacroStabilityKernel_TestPlan, - Title = {WTI-2017 Failure mechanisms - Macrostability kernel, Test Plan}, - Author = {Trompille, V.}, - Institution = {Deltares}, - Year = {2014}, - Month = {May}, - Number = {1209442-002-HYE-0004}, - - Owner = {trp}, - Timestamp = {2016.04.12} -} - @InProceedings{Van2001, Title = {New approach for uplift induced slope failure}, Author = {Van, M.A.}, @@ -550,30 +172,6 @@ Timestamp = {2016.05.02} } -@TechReport{GrassWaveImpactKernel_FunctionalDesign, - Title = {Failure Mechanism Module Grass Wave Impact Zone, Requirements and Functional Design}, - Author = {de Waal, H. and van Hoven, A.}, - Institution = {Deltares}, - Year = {2015}, - Month = {September}, - Number = {1220043-002-HYE-0025, version 2, final}, - - Owner = {trp}, - Timestamp = {2016.04.12} -} - -@TechReport{GrassWaveRunupKernel_FunctionalDesign, - Title = {Failure Mechanism Module Grass Wave Runup Zone, Requirements and Functional Design}, - Author = {de Waal, H. and van Hoven, A.}, - Institution = {Deltares}, - Year = {2015}, - Month = {October}, - Number = {1220043-002-HYE-0004, version 2, final}, - - Owner = {trp}, - Timestamp = {2016.04.12} -} - @TechReport{DSoilModel_FunctionalDesign, Title = {Functional Design D-Soil Model}, Author = {van der Zwan, I.}, @@ -595,16 +193,6 @@ Timestamp = {2016.05.31} } -@TechReport{SBWPiping2011, - Title = {SBW Piping HP.9. Technisch Rapport Zandmeevoerende Wellen, Herziene versie}, - Institution = {Deltares}, - Year = {2011}, - Number = {1202123-003}, - - Owner = {trp}, - Timestamp = {2016.05.31} -} - @comment{jabref-meta: selector_keywords:} @comment{jabref-meta: selector_journal:}