Numerical Study of Saturated Loose Sand Liquefaction Under Seismic Effect

Authors

  • Rami Alabdeh Tishreen University
  • Iyad Slitten Tishreen University
  • Boushra Abdulwahab Tishreen University

Keywords:

Keywords: Liquefaction, Saturated loose sand, Earthquakes, FLAC3D.

Abstract

This study shows how to predict the predictability of saturated disjointed soils by calculating the pore water pressure generated by the earthquake and effective stresses and comparing these stresses with the values of porous water pressure, where the soil is liquefied when the pore water pressure becomes equal to or greater than the value of effective stress and when effective stress is non-existent, the soil is completely liquefied and lost its resistance to the sternum.

The study includes a parametric study of the factors affecting the depcardant (soil properties and earthquake) using the FLAC3D program, and discussed and analyzed the findings reached and developed some important conclusions and recommendations.

Author Biographies

Rami Alabdeh, Tishreen University

Assistant Professor, Department of Geotechnical Engineering, Faculty of Civil Engineering

Iyad Slitten, Tishreen University

Assistant Professor, Department of Geotechnical Engineering, Faculty of Civil Engineering,

Boushra Abdulwahab, Tishreen University

Postgraduate Student (Master), Department of Geotecnical Engineering, Faculty of Civil Engineering

Published

2021-11-07

How to Cite

1.
العبده ر, سليطين ا, عبد الوهاب ب. Numerical Study of Saturated Loose Sand Liquefaction Under Seismic Effect. Tuj-eng [Internet]. 2021Nov.7 [cited 2024Mar.2];43(5). Available from: https://journal.tishreen.edu.sy/index.php/engscnc/article/view/10996

Most read articles by the same author(s)