NUMERICAL STUDY OF SATURATED SANDY SOIL CYCLIC BEHAVIOR AS A RESULT OF CYCLIC SIMPLE SHEAR TEST
The behavior of sandy soil in receiving stress is based on its initial condition, namely relative density and initial stress condition. A saturated sandy soil that is subjected to cyclic loading is potential to fail, the mechanism called liquefaction. In this study, loose, medium, and dense sand wil...
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Main Author: | Rafidah, Ismi |
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Format: | Final Project |
Language: | Indonesia |
Online Access: | https://digilib.itb.ac.id/gdl/view/49749 |
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Institution: | Institut Teknologi Bandung |
Language: | Indonesia |
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