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...
Main Authors: | , |
---|---|
Other Authors: | |
Format: | Others |
Language: | zh-TW |
Published: |
2007
|
Online Access: | http://ndltd.ncl.edu.tw/handle/56006339369695981767 |
id |
ndltd-TW-095NCKU5015088 |
---|---|
record_format |
oai_dc |
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 |
work_keys_str_mv |
AT chunchihlee experimentalandnumericalanalysisontheperformanceofdynamiccompaction AT lǐjùnzhì experimentalandnumericalanalysisontheperformanceofdynamiccompaction AT chunchihlee dònglìhāngshífǎnyīngzhīshíyànyǔshùzhífēnxī AT lǐjùnzhì dònglìhāngshífǎnyīngzhīshíyànyǔshùzhífēnxī |
_version_ |
1717747279823110144 |