Assessment of the Pseudo-static seismic behavior in the soil nail walls using numerical analysis

M Maleki, SM Mir Mohammad Hosseini - Innovative Infrastructure …, 2022 - Springer
The suitable performance of nail walls during strong ground movements as well as flexibility
than to other guard structures such as retaining walls makes it more evident that this system …

Prediction of the single pile seismic deflection by using FEM and ANN

A Namdar, O Mughieda, Y Liu, Y Deyu, Y Dong… - Geotechnical and …, 2024 - Springer
A failure prediction assessment is generally required to enhance infrastructural seismic
design. This study used Artificial Neural Networks (ANN) and the Finite Element Method …

Load-settlement response of cushioned piled rafts with varying pile lengths to retaining wall movement

Y Guo, Y Liu, Y Wei, J Zhao, BU Uge - Geotechnical and Geological …, 2023 - Springer
Failure of an excavation support structure will inevitably result in stress state changes and
ground settlements behind the wall, affecting the serviceability of adjacent structures. Such …

Analysis of active earth pressure behind rigid retaining walls considering curved slip surface

P Yu, Y Liu - Geotechnical and Geological Engineering, 2024 - Springer
This study investigates the active earth pressure exerted on rigid vertical retaining walls
subjected to translational motion, utilizing a two-dimensional analytical approach that does …

Improving Square Skirted Foundations Behavior on Sand

T AL-Shyoukhi, A Altahrany… - Mansoura Engineering …, 2023 - mej.researchcommons.org
Shallow foundations' behavior is enhanced by using skirts to confine the soil beneath the
foundation. The bearing capacity and settlement of skirted foundations resting on the sand …