Three-Dimensional Parametric Analyses of Cross-Passages in Shallow Tunnels Within Noncohesive Soils. [PDF]
Saif A, Siad I, Soranzo E, Wu W.
europepmc +1 more source
Stress Transfer Around Cross Passages in Shallow Tunnels: Effects of Volume Loss and Cross Passage Shape. [PDF]
Saif A, Hussain M, Soranzo E, Wu W.
europepmc +1 more source
Research on the Deformation Law of Foundation Excavation and Support Based on Fluid-Solid Coupling Theory. [PDF]
Xia R, Zhao Z, Wang R, Xu M, Ye S, Xu M.
europepmc +1 more source
Finite element modeling of California bearing ratio test in Plaxis-2D
A. Abhishek, A. Guharay
openaire +1 more source
Lithological Heterogeneity and Its Impact on Soil Settlements at the Building Scale. [PDF]
Prosperi A +4 more
europepmc +1 more source
Numerical modelling of static and dynamic factors controlling the progressive retreat of rocky coastal cliffs. [PDF]
Feliziani F +6 more
europepmc +1 more source
Deep learning-based early warning of tailings storage facility instability using Sentinel-1 and Radarsat-2 InSAR calibrated with a geomechanical model. [PDF]
Bayaraa M, Sheil B, Rossi C.
europepmc +1 more source
STAGE ANALYSIS OF FOUNDATION SETTLEMENT IN RETAINED EXCAVATIONS USING PLAXIS 2D
openaire +1 more source
Related searches:
Parametric Study of Stone Column Using PLAXIS 2D
Lecture Notes in Civil Engineering, 2022Shruti Roy, A. K. Sinha
exaly +2 more sources
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.
Hiralal M. Pawar, Swapnil R. Joshi
openaire +1 more source

