Experimental and Numerical Analysis on the Performance of Dynamic Compaction

碩士 === 國立成功大學 === 土木工程學系碩博士班 === 95 === This study presents a research on the dynamic compaction by using FLAC-2D to build a numerical model simulating the dynamic performance of the soil after impacts in laboratory. Two experiments, Single-point Impact Test (SIT) and sand box experiments, are used...

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Main Authors: Chun-Chih Lee, 李俊智
Other Authors: Jing-Wen Chen
Format: Others
Language:zh-TW
Published: 2007
Online Access:http://ndltd.ncl.edu.tw/handle/56006339369695981767
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spelling ndltd-TW-095NCKU50150882015-10-13T13:59:58Z http://ndltd.ncl.edu.tw/handle/56006339369695981767 Experimental and Numerical Analysis on the Performance of Dynamic Compaction 動力夯實反應之實驗與數值分析 Chun-Chih Lee 李俊智 碩士 國立成功大學 土木工程學系碩博士班 95 This study presents a research on the dynamic compaction by using FLAC-2D to build a numerical model simulating the dynamic performance of the soil after impacts in laboratory. Two experiments, Single-point Impact Test (SIT) and sand box experiments, are used to acquire the dynamic responses after impacts. Meanwhile, to simulate the multi-pointed tamping of the dynamic compaction in field, a circular loading is used both in the experiment and the axial-symmetric model of the FLAC-2D software to verify the validity of the model. The results indicate that there is an agreement of the crater depths and stresses in soil mass between both SIT/sand box experiments and model simulation. It is noted that the model built in this study can be applied in the future effort in the simulation of the field multi-pointed tamping for a preliminary evaluation on the dynamic compaction. Jing-Wen Chen 陳景文 2007 學位論文 ; thesis 155 zh-TW
collection NDLTD
language zh-TW
format Others
sources NDLTD
description 碩士 === 國立成功大學 === 土木工程學系碩博士班 === 95 === This study presents a research on the dynamic compaction by using FLAC-2D to build a numerical model simulating the dynamic performance of the soil after impacts in laboratory. Two experiments, Single-point Impact Test (SIT) and sand box experiments, are used to acquire the dynamic responses after impacts. Meanwhile, to simulate the multi-pointed tamping of the dynamic compaction in field, a circular loading is used both in the experiment and the axial-symmetric model of the FLAC-2D software to verify the validity of the model. The results indicate that there is an agreement of the crater depths and stresses in soil mass between both SIT/sand box experiments and model simulation. It is noted that the model built in this study can be applied in the future effort in the simulation of the field multi-pointed tamping for a preliminary evaluation on the dynamic compaction.
author2 Jing-Wen Chen
author_facet Jing-Wen Chen
Chun-Chih Lee
李俊智
author Chun-Chih Lee
李俊智
spellingShingle Chun-Chih Lee
李俊智
Experimental and Numerical Analysis on the Performance of Dynamic Compaction
author_sort Chun-Chih Lee
title Experimental and Numerical Analysis on the Performance of Dynamic Compaction
title_short Experimental and Numerical Analysis on the Performance of Dynamic Compaction
title_full Experimental and Numerical Analysis on the Performance of Dynamic Compaction
title_fullStr Experimental and Numerical Analysis on the Performance of Dynamic Compaction
title_full_unstemmed Experimental and Numerical Analysis on the Performance of Dynamic Compaction
title_sort experimental and numerical analysis on the performance of dynamic compaction
publishDate 2007
url http://ndltd.ncl.edu.tw/handle/56006339369695981767
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