Estimation of VS30 using shallow depth time-averaged shear wave velocity of Rawalpindi–Islamabad, Pakistan
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 …
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
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 …
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 …
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 …
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
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 …
clays subjected to vertically uniform loads to simplify the complexity of three-dimensional …