Offshore and land-based structures represent large capital investments. They are designed to withstand various types of environmental loads such as earthquakes, winds, ocean …
JS Rajeswari, R Sarkar - Soil Dynamics and Earthquake Engineering, 2021 - Elsevier
The performance of batter pile groups in laterally spreading ground has rarely been investigated. The present study evaluates the performance of 2× 1 batter pile groups with …
Foundations are subjected to large lateral loads during earthquakes. Further, liquefaction and subsequent lateral spreading, observed in almost all major earthquakes, have …
This paper introduces a numerical model to obtain the time-harmonic dynamic response of pile foundations in non-homogeneous soils. The model is based on the integral formulation …
M Bharathi, RN Dubey, SK Shukla - Soil Dynamics and Earthquake …, 2019 - Elsevier
In the present work, the dynamic responses of cast in-situ reinforced concrete vertical and batter pile groups constructed in the silty sand have been investigated. An experimental …
This paper presents a new finite element framework for seismic analysis of IABs (and other similar structures) on vertical and batter piles that takes into account nonlinear soil‐structure …
JS Rajeswari, R Sarkar - Earthquake Engineering and Engineering …, 2021 - Springer
A comparative study of the seismic performance of 2× 1 pile groups considering different degrees of batter (0° for vertical, 10° and 20°) embedded in single homogeneous liquefiable …
The performance of batter-piled raft systems during seismic events continues to be a major concern. In response, a series of shaking table tests, including vertical and nonvertical …
To a practicing foundation engineer, the performance of batter pile under seismic conditions still remains a questionable prospect. The contradictory findings reported by various …