Estimation of VS30 using shallow depth time-averaged shear wave velocity of Rawalpindi–Islamabad, Pakistan

MB Adeel, ZA Nizamani, M Aaqib, S Khan… - … , Natural Hazards and …, 2023 - Taylor & Francis
The time-averaged shear wave velocity of top 30 m (V S30) is the most commonly used
parameter to classify a site and evaluate its amplification characteristics for the seismic …

[PDF][PDF] Numerical study on the influence of embedment footing and vertical load on lateral load sharing in piled raft foundations

S Swasdi, T Chub-Uppakarn, T Chompoorat… - Geomechanics and …, 2024 - academia.edu
Piled raft foundation has become widely used in the recent years because it reduces
construction costs while 15 increasing the effectiveness of the pile group, particularly when …

Bearing characteristics of multi-wing pile foundations under lateral loads in dapeng bay silty clay

H Wang, D Fu, T Yan, D Pan, W Liu, L Ma - Journal of Marine Science …, 2022 - mdpi.com
This study provides a theoretical basis for reinforcement of the soil around multi-wing piles.
Limit analysis was used to determine the ultimate lateral capacity (ULC) of three-and four …

[PDF][PDF] Single piles under cyclic lateral loads-Full scale tests and numerical modelling

H Haouari, A Bouafia - Geomech. Eng, 2023 - researchgate.net
In order to analyze the effect of the cyclic lateral loading on the response of a pile-soil
system, a full-scale single steel pile was subjected to one-way cyclic loading. The test pile …

A two-dimensional hyperbolic spring model for mat foundation in clays subjected to vertical load

DW Chang, TM Chou, SH Cheng… - Geomechanics and …, 2024 - koreascience.kr
This study proposes a two-dimensional hyperbolic soil spring model for mat foundations in
clays subjected to vertically uniform loads to simplify the complexity of three-dimensional …