The book deals with the geotechnical analysis and design of foundation systems for high-
rise buildings and other complex structures with a distinctive soil-structure interaction. The …

Natural soil slopes are often reinforced with nails to stabilize them against earthquake
loading. Although pseudo-static method is widely used in designing such slopes; it fails to …

This article describes a novel approach for deciding optimal horizontal extent of soil domain
to be used for finite element based numerical dynamic soil structure interaction (SSI) studies …

Seismic analysis of soil–well–pier system was carried out using three different approaches
to evaluate their comparative performance and associated complexities. These approaches …

Well foundations are one of the most widely used deep foundations for bridges. As in case of
other foundations, these foundations are also subjected to combined vertical force V …

This paper presents the numerical analysis of the lateral response of hollow circular caisson
embedded in nonlinear soils. The caisson–soil system is modeled by a three-dimensional …

The response predictions for the Rigid Faced (RF) Geosynthetic Reinforced Soil (GRS) wall
depend significantly on the considered modelling approach for soil-reinforcement interfaces …

Large diameter caissons used as bridge foundations are generally subjected to transverse
loading in terms of horizontal load and overturning moment. Present study demonstrated the …

Interface modeling is one of the important components in the numerical modeling of soil–
structure interaction problem. It is equally important as material and geometrical modeling …

This paper presents, the effect of soil spatial variability on response of laterally loaded well
foundation embedded in linear elastic soil medium. The spatial variation of elastic modulus …