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UROP Proceedings 2010-11

UROP Proceedings 2010-11

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DEM Simulations on Biaxial Tests of Dense and Loose SandAdvisor : WANG Yu-Hsing / CIVLStudent : TAM Pak On / CIVL(<strong>UROP</strong>1000, Summer 20<strong>11</strong>)Distinct Element Method (DEM), a computer-aided numerical simulation method thatconsiders every individual particle, is being used in the study of geotechnical problems bothin research and industry. With the use of software PCF2D, which performs two-dimensionalsimulation, “disks” of specific parameters such as density, radius and friction coefficient canbe generated and resembled as soil particle packing. “Walls” can also be generated andresembled as the boundary conditions of the generated soil sample. In this project, DEMsimulations are used to model the biaxial tests on dense and loose soil samples. Thesimulation results show a good agreement with the experimental observations.Risk Assessment for Rainfall-induced Landslides in Yin Chang GouRavine near YingxiuAdvisor : ZHANG Li Min / CIVLStudents : HUANG Junjie / CIVL(<strong>UROP</strong>1000, Summer 20<strong>11</strong>)WEI Jiaying / CIEV(<strong>UROP</strong>1000, Summer 20<strong>11</strong>)YEUNG Ying Tung / CIVL(<strong>UROP</strong>1000, Summer 20<strong>11</strong>)This project presents an assessment of risks of loose soil deposits in the Ying Chang Gou areaafter the 2008 Wenchuan earthquake, particularly along the Provincial Road 303. A GISplatform is used to identify those loose deposits formed on the steep terrains during theearthquake. Besides, the stability of these deposits under different rainfall conditions isevaluated and the safety status is analyzed. The failure mode of these loose deposits isassumed to be shallow-seated for simplicity, therefore, these deposits can be considered asinfinite slopes. After that, the run-out distances of any failed deposits and the vulnerability canbe estimated, and the risks to passengers travelling on the road are assessed. Strategies arealso suggested to reduce the risks.34

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