Y Zhang, H Ji, L Zhang, MH El Naggar, W Wu - Journal of Rock Mechanics …, 2024 - Elsevier
The torsional low strain integrity test (TLSIT), known for its advantages such as a smaller detection blind zone, improved identification of shallowly buried defects, stable phase …
X Liu, L Tang, W Wu, MH El Naggar… - … for Numerical and …, 2025 - Wiley Online Library
The dynamic response of a torsionally loaded pile embedded in heterogeneous soil is investigated in this paper based on a new theoretical model of the dynamic pile–soil …
S Basack, H Khabbaz - Geomechanics and Geoengineering, 2024 - Taylor & Francis
Pile foundations are often used to support large structures including wide and high commercial buildings, offshore and onshore structures, bridges and transport corridors …
HM Nghiem - Geomechanics and Geoengineering, 2023 - Taylor & Francis
This paper investigates the torsional dynamic response of a single pile with a circular cross- section embedded in multi-layered soils. The energy principles and variational approach are …
This research investigates the effects of torsional moments on the mechanical behavior of thin-walled open-ended vertical pile foundations subjected to lateral wind loads. The aim of …
A new method for the torsional analysis of non-uniform circular piles partially or fully embedded in multi-layered elastic soils is developed. The mechanical response of non …
The second-order analysis method is a simulation-based design method but less utilized for pile-supported structures due to the current inaccurate and unstable analysis methods for …
BK Gupta - Computers and Geotechnics, 2024 - Elsevier
In the paper, a brief literature review on pile foundations subjected to torsional loads (static and dynamic) and embedded in linear elastic and viscoelastic soil deposits is provided …
HM Nghiem, NY Chang - Soils and Foundations, 2019 - Elsevier
This paper presents a new method for analyzing the nonlinear response of a single, vertical pile with the circular cross-section under torque in layered soils. The nonlinear stress-strain …