A Study on the Stability of Chung-Xin-Tzu No.2 Landslide
碩士 === 國立中興大學 === 水土保持學系 === 87 === Nan Tou situats at central of Taiwan . Because it has many mountains , high density of erosion and geology is brittle , So hillside fields often occur erosion by harmful drainage caused area of 7 ha . By theoretical analyses , investigation , laboratory and fiel...
Main Authors: | , |
---|---|
Other Authors: | |
Format: | Others |
Language: | zh-TW |
Published: |
1999
|
Online Access: | http://ndltd.ncl.edu.tw/handle/15915972744829394404 |
id |
ndltd-TW-087NCHU0080020 |
---|---|
record_format |
oai_dc |
spelling |
ndltd-TW-087NCHU00800202016-02-03T04:32:45Z http://ndltd.ncl.edu.tw/handle/15915972744829394404 A Study on the Stability of Chung-Xin-Tzu No.2 Landslide 中心仔二號地滑地穩定性之探討 Kuo Chang Tseng 曾國彰 碩士 國立中興大學 水土保持學系 87 Nan Tou situats at central of Taiwan . Because it has many mountains , high density of erosion and geology is brittle , So hillside fields often occur erosion by harmful drainage caused area of 7 ha . By theoretical analyses , investigation , laboratory and field tests , the result were summarized as follow : (一) Many factors involved in landslide , it includes weak topography , soil erosion and bad surface drainage , That give rise lower region to collapse and cause landslide . (二) Composited of geological structure and strain’s value and a analysis of landslide depth . It can shows hillside slope stability analysis . If it can strengthen surface drainage and dredge erosion tunnel , calamity does not occur easily . (三) Many regions have slope stability except toe of landslide is still change . So it must plan prevent treatment and still proceed periodical observation . (四) Analysis of hydrological information , we have forecast equation as follow : qi=(2*R*0.24)/(1.0013+3.0011) R: volume of rainfall per day qi:volume of groundwater Han-Jung Shieh 謝豪榮 1999 學位論文 ; thesis 150 zh-TW |
collection |
NDLTD |
language |
zh-TW |
format |
Others
|
sources |
NDLTD |
description |
碩士 === 國立中興大學 === 水土保持學系 === 87 === Nan Tou situats at central of Taiwan . Because it has many mountains , high density of erosion and geology is brittle , So hillside fields often occur erosion by harmful drainage caused area of 7 ha . By theoretical analyses , investigation , laboratory and field tests , the result were summarized as follow :
(一) Many factors involved in landslide , it includes weak topography , soil erosion and bad surface drainage , That give rise lower region to collapse and cause landslide .
(二) Composited of geological structure and strain’s value and a analysis of landslide depth . It can shows hillside slope stability analysis . If it can strengthen surface drainage and dredge erosion tunnel , calamity does not occur easily .
(三) Many regions have slope stability except toe of landslide is still change . So it must plan prevent treatment and still proceed periodical observation .
(四) Analysis of hydrological information , we have forecast equation as follow :
qi=(2*R*0.24)/(1.0013+3.0011)
R: volume of rainfall per day
qi:volume of groundwater
|
author2 |
Han-Jung Shieh |
author_facet |
Han-Jung Shieh Kuo Chang Tseng 曾國彰 |
author |
Kuo Chang Tseng 曾國彰 |
spellingShingle |
Kuo Chang Tseng 曾國彰 A Study on the Stability of Chung-Xin-Tzu No.2 Landslide |
author_sort |
Kuo Chang Tseng |
title |
A Study on the Stability of Chung-Xin-Tzu No.2 Landslide |
title_short |
A Study on the Stability of Chung-Xin-Tzu No.2 Landslide |
title_full |
A Study on the Stability of Chung-Xin-Tzu No.2 Landslide |
title_fullStr |
A Study on the Stability of Chung-Xin-Tzu No.2 Landslide |
title_full_unstemmed |
A Study on the Stability of Chung-Xin-Tzu No.2 Landslide |
title_sort |
study on the stability of chung-xin-tzu no.2 landslide |
publishDate |
1999 |
url |
http://ndltd.ncl.edu.tw/handle/15915972744829394404 |
work_keys_str_mv |
AT kuochangtseng astudyonthestabilityofchungxintzuno2landslide AT céngguózhāng astudyonthestabilityofchungxintzuno2landslide AT kuochangtseng zhōngxīnzǐèrhàodehuádewěndìngxìngzhītàntǎo AT céngguózhāng zhōngxīnzǐèrhàodehuádewěndìngxìngzhītàntǎo AT kuochangtseng studyonthestabilityofchungxintzuno2landslide AT céngguózhāng studyonthestabilityofchungxintzuno2landslide |
_version_ |
1718178927829057536 |