SoilWorks Verification Summary
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a new paradigm for Integrated Geotechnical Solutions Verification Summary MIDAS Information Technology Co., Ltd.

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About SoilWorks Geotechnical Solutions For Practical Design Ground Slope SoftGround Foundation Seepage Dynamic * SoilWorks Geotechnical analysis software programs available today generally handle specific types of geotechnical p . problems with varying degrees of limitations in functionality. SoilWorks is designed to handle any geotechnical problems encountered in the practice of soil / rock mechanics. SoilWorks is designed for structural engineers with a background in geotechnical engineering and geotechnical engineers with a background in finite elements. In the practice of geotechnical...

SoilWorks Verification Summary Ground Verification for Tunnel Finite Element Analysis Theoretical Verification [Unit Model] [Stresses in X-direction] [Comparison of Solutions] Radius of yield zone: Salencon (1969) theoretical method Analysis Type Element Boundary Condition Loading Condition Static Nonlinear Analysis 4-Node Quadrilateral Plain Stress Element Left Side X-Dir. Restrained Base Y-Dir. Restrained Initial compressive stress of 300MPa is applied to the right and top sides Real Model Verification SoilWorks Theoretical Value Radius of yield zone 1.735 Difference (%) 1.750 0.86 Tunnel...

gj&^L SoilWorks Verification Summary Verification for Tunnel Finite Element Analysis Real Model Verification [Real Model] Static nonlinear analysis for tunnel construction stages Ground material model: Mohr-Coulomb Construction stage Construction stage Verification Database Real Model Verification [Axial force] Beam load (Vert) Beam load (Horiz) Point load (Vert) Point load (Horiz) temperature load gradient load Lining analysis Program used

%f SoilWorks Verification Summary iTpe Limit Equilibrium Analysis Verification for Slopes Theoretical Verification [Unit Model] [Calculation of Safety Factor as per Fellenius] [SoilWorks Safety Factor] [Theoretical Values as per Fellenius] FOS=24.959/7.81 O = 3.1958 Real Model Verification ' Unreinforced Slope (Cut Zone) Verification Conditions Bishop method Ground water level in rainy season 05 | a new paradigm for Integrated Geotechnical Solutions

; / SoilWorks Verification Summary siope Limit Equilibrium Analysis Verification for Slopes Real Model Verification ■ Soil Nail Reinforced Slope Verification Conditions Bishop method Ground water level in rainy season [Rainy Season] [Rainy Season] Earth Anchor Reinforced Slope Verification Conditions Bishop method Ground water level in rainy season [Rainy Season] [Rainy Season] Difference in Safety Factors with Other Programs based on the average of absolute differences for all the cases

SoilWorks Verification Summary Finite Element Analysis Verification for Slopes Strength Reduction Method * Overview of Analysis [Zienkiewicz, 1975] * Factor of Safety (FS) & Strength Reduction Factor (SRF) Real Model Verification * Unreinforced Slope * Reinforced Slope [SoilWorks] [FLAC] [PLAXIS] 07 | a new paradigm for Integrated Geotechnical Solutions

SoilWorks Verification Summary Foundation Module (P-y) Analysis Unit Test Verification Shear Force(lbs) Real Model Verification Shear Force(lbs)

SoilWorks Verification Summary Soft Ground 1-D Consolidation Analysis Verification for Soft Ground Theoretical Verification Traffic loads 5.651m Fill embankment (above water level) Classification Hand calculation 4.0m 1.350 20.191 71.052 224 1.350 20.190 71.071 224 Difference Fill embankment (below water level) ΔP (t/m2) SoilWorks 10.649m Po (t/m2) 0.000 0.001 - 0.019 0 Over-consolidated clay Total Settlement Consolidation Period (cm) (days) U=90% Real Model Verification SoilWorks Check Location K-embank Time - Settlement Time - Difference Settlement(cm) X=39.9m Settlement(cm) Time(day)...

^ SoilWorks Verification Summary 1 -D Consolidation Analysis Verification for Soft Ground Soft Ground Drainage Verification yVe$k layer Time (days) Time (days) Time (days) Time (days) U=90% Elapsed Time (days) Verification for Increase in Ground Strength Main line zone Original ground 1st Banking 2™ Banking Construction stage [Increase in ground strength in Main line zone] Original ground 1st Banking 2™ Banking 3° Banking Construction stage [Increase in ground strength in Sloped zone]

SoilWorks Verification Summary Verification for Seepage Finite Element Analysis Theoretical Veification [Unit Model] [Theoretical Solution] Boundary Condition: AC face - constant pressure water head (= constant) AB face: No normal flow, q, =0 Total Flux: Line AB: n=s & qn = qs, q, = 0 Line CD: qx = k/2, Total fluxQx= k/2 x L Line AC: q„ = k x s/2L, Total flux Qx = k/2 x L Line BC: qs = k x n/2L, Total flux Qx = k/2 x L Real Model Verification * Steady Flow Seepage Analysis [Real Model] [Total Water Head] m3/day/m [Comparison of Seepage Analysis Results] 11 | a new paradigm for Integrated...

SoilWorks Verification Summary Verification for Seepage Finite Element Analysis Real Model Verification * Transient Flow Seepage Analysis - Saturated Soil [Water Level Drop Function] [Pressure Water Head Results] [Seep/W - Pressure Water Head at 14400sec] [SoilWorks - Pressure Water Head at 14400sec] [Water Head Results at Water Level Drop] Real Model Verification * Transient Flow Seepage Analysis - Saturated Soil [Real Model] [Water Level Drop Function] [Rain Intensity Function] Percentage of Volume Water Content(%) [Unsaturated Property Function] [Pressure Water Head Results]