Predicting The Transient Pore Water Pressure Distributions ofUnsaturated Soil Slope Subjected to Artificial Rainfallby Using Optimization Theory

碩士 === 雲林科技大學 === 營建工程系碩士班 === 98 === Recently, climate change in Taiwan has caused more extreme weather conditions and resulted in many rainfall-induced slope failures. To predict the transient pore water pressures (PWP) in a slope, an optimization analysis method based on two dimensional finite el...

Full description

Bibliographic Details
Main Authors: Cong-yu Chen, 陳琮裕
Other Authors: Po-Kai Wu
Format: Others
Language:zh-TW
Published: 2010
Online Access:http://ndltd.ncl.edu.tw/handle/76121020836472503808
id ndltd-TW-098YUNT5582046
record_format oai_dc
spelling ndltd-TW-098YUNT55820462015-10-13T18:58:57Z http://ndltd.ncl.edu.tw/handle/76121020836472503808 Predicting The Transient Pore Water Pressure Distributions ofUnsaturated Soil Slope Subjected to Artificial Rainfallby Using Optimization Theory 利用最佳化原理預測不飽和邊坡於人工降雨下之暫態孔隙水壓力分佈 Cong-yu Chen 陳琮裕 碩士 雲林科技大學 營建工程系碩士班 98 Recently, climate change in Taiwan has caused more extreme weather conditions and resulted in many rainfall-induced slope failures. To predict the transient pore water pressures (PWP) in a slope, an optimization analysis method based on two dimensional finite element method and Levenberg-Marquart method was proposed. The proposed methodology was verified and proven to be applicable to simulate the transient PWP distributions. A series of inverse analysis on the measured transient pore water pressures in a model slope subjected to artificial rainfall were also performed. Po-Kai Wu 吳博凱 2010 學位論文 ; thesis 221 zh-TW
collection NDLTD
language zh-TW
format Others
sources NDLTD
description 碩士 === 雲林科技大學 === 營建工程系碩士班 === 98 === Recently, climate change in Taiwan has caused more extreme weather conditions and resulted in many rainfall-induced slope failures. To predict the transient pore water pressures (PWP) in a slope, an optimization analysis method based on two dimensional finite element method and Levenberg-Marquart method was proposed. The proposed methodology was verified and proven to be applicable to simulate the transient PWP distributions. A series of inverse analysis on the measured transient pore water pressures in a model slope subjected to artificial rainfall were also performed.
author2 Po-Kai Wu
author_facet Po-Kai Wu
Cong-yu Chen
陳琮裕
author Cong-yu Chen
陳琮裕
spellingShingle Cong-yu Chen
陳琮裕
Predicting The Transient Pore Water Pressure Distributions ofUnsaturated Soil Slope Subjected to Artificial Rainfallby Using Optimization Theory
author_sort Cong-yu Chen
title Predicting The Transient Pore Water Pressure Distributions ofUnsaturated Soil Slope Subjected to Artificial Rainfallby Using Optimization Theory
title_short Predicting The Transient Pore Water Pressure Distributions ofUnsaturated Soil Slope Subjected to Artificial Rainfallby Using Optimization Theory
title_full Predicting The Transient Pore Water Pressure Distributions ofUnsaturated Soil Slope Subjected to Artificial Rainfallby Using Optimization Theory
title_fullStr Predicting The Transient Pore Water Pressure Distributions ofUnsaturated Soil Slope Subjected to Artificial Rainfallby Using Optimization Theory
title_full_unstemmed Predicting The Transient Pore Water Pressure Distributions ofUnsaturated Soil Slope Subjected to Artificial Rainfallby Using Optimization Theory
title_sort predicting the transient pore water pressure distributions ofunsaturated soil slope subjected to artificial rainfallby using optimization theory
publishDate 2010
url http://ndltd.ncl.edu.tw/handle/76121020836472503808
work_keys_str_mv AT congyuchen predictingthetransientporewaterpressuredistributionsofunsaturatedsoilslopesubjectedtoartificialrainfallbyusingoptimizationtheory
AT chéncóngyù predictingthetransientporewaterpressuredistributionsofunsaturatedsoilslopesubjectedtoartificialrainfallbyusingoptimizationtheory
AT congyuchen lìyòngzuìjiāhuàyuánlǐyùcèbùbǎohébiānpōyúréngōngjiàngyǔxiàzhīzàntàikǒngxìshuǐyālìfēnbù
AT chéncóngyù lìyòngzuìjiāhuàyuánlǐyùcèbùbǎohébiānpōyúréngōngjiàngyǔxiàzhīzàntàikǒngxìshuǐyālìfēnbù
_version_ 1718039807103336448