Titlebook: Dynamics of Soil and Modelling of Geotechnical Problems; Proceedings of India C. N. V. Satyanarayana Reddy,A. Murali Krishna,Nee Conference

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Numerical Analysis of Bearing Capacity and Settlement Reduction of Bamboo Reinforced Sand Beds, materials has been prevalent and trending. Bamboo is one of the most effective naturally available materials for soil reinforcement due to its excellent mechanical and engineering properties. Numerical modelling techniques are often used in geotechnical engineering to deal with problems involving c

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Reliability Analysis of Settlement of a Foundation Resting Over a Circular Void,extreme damage to the structure. The factors affecting the bearing capacity and settlement of foundation are soil properties, operational conditions, void size, location of the void, number of voids and depth of foundation. Any subsurface development will create ground vibrations that subsequent in-

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Parametric Study of Stone Column Using PLAXIS 2D,ethods that is used to increase the strength of soil and decrease the settlement of soil. The key objective of this paper is to study the influence of key parameters on the settlement and loading behaviour of a column. In this study, a series of numerical analyses have been performed by using PLAXIS

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Time-Dependent Response of Soft Soil Under Tilted Storage Tanks,y of adequate soil data or inappropriate design considerations. In the case of a tilted structure founded on soil strata consisting of a soft soil layer, it is important to take timely remedial measures. Therefore, it is required to analyze the changes in the response to soft soil with time in such

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Effect of Seepage Barrier in Steady Seepage Below Earthen Dam by Centrifuge Modeling,echnical centrifuge. The approaches of centrifuge modeling have facilitated the evaluation of seepage and deformation in the embankments and are also considered a powerful tool to examine the failure mechanisms. In this context, a model dam, made of clayey soil based on cross-sections of an earthen

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,Analysis of 3D Consolidation Settlement of C-ϕ Soil Using PLAXIS 3D Under Different Drainage Condit(FEM) based “PLAXIS 3D Foundation” program. An axial-symmetry condition has been used in this analysis to imitate the in-situ field conditions. Maintaining proper drainage conditions during the analysis of the consolidation settlement of soil is crucial. Drainage condition has an immense effect on t

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Studies on Centrifuge Modelling of Rainfall-Induced Landslides,slopes constructed with locally available soil subjected to rainfall through a series of centrifuge model tests. A custom-designed simulator was used for inducing rainfall at high gravities using the 4.5 m radius large-beam centrifuge facility at IIT Bombay, INDIA, at 30 gravities. Three typical rai

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