Three-Dimensional Parametric Analyses of Cross-Passages in Shallow Tunnels Within Noncohesive Soils. [PDF]
Transp Infrastruct GeotechnolSaif A, Siad I, Soranzo E, Wu W.
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Research on the Deformation Law of Foundation Excavation and Support Based on Fluid-Solid Coupling Theory. [PDF]
Sensors (Basel)Xia R, Zhao Z, Wang R, Xu M, Ye S, Xu M.
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Lithological Heterogeneity and Its Impact on Soil Settlements at the Building Scale. [PDF]
Geotech Geol Eng (Dordr)Prosperi A +4 more
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Improving engineering properties of laterite soil using eco-friendly biopolymers: a study on strength and compressibility. [PDF]
Sci RepEbid AM, Banne S, Bobade SU, Sorate R.
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Experimental study on the disturbance and control of cluster jet pile construction on existing railroad bridge foundations. [PDF]
Sci RepLiu T, Chen C, Leng W, Wu Z, Liao Y.
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Study on settlement prediction of soft ground considering multiple feature parameters based on ISSA-RF model. [PDF]
Sci RepSun C, Yu T, Li M, Wei H, Tan F.
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STAGE ANALYSIS OF FOUNDATION SETTLEMENT IN RETAINED EXCAVATIONS USING PLAXIS 2D
International Journal of GEOMATEopenaire +1 more source
Finite element modeling of California bearing ratio test in Plaxis-2D
A. Abhishek, A. Guharay
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Analysis of Slope Stability and Landslide by using PLAXIS 2D
Research Journal of Science and TechnologyAnalysis of slopes for stability and safety is a measure area of concern in civil engineering. This is the reasons that do many analysis techniques have been developed so far. Traditional ways of slopes stability analysis involved determination of factor of safety for a slope to take safety precautions against any instability.
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Impact of Footing Model Type on Dynamic Stability in PLAXIS 2D
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