The Stability Analysis of Stratified Slopes and the Application to a Slope Failure
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- WATANABE Koji
- 福井工業高等専門学校環境都市工学科
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- OGAWA Shouji
- 長岡技術科学大学工学部建設系
Bibliographic Information
- Other Title
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- 成層斜面の安定解析手法と斜面崩壊への適用
- セイソウ シャメン ノ アンテイ カイセキ シュホウ ト シャメン ホウカイ
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Abstract
There are numerous factors which affect slope Stability analysis. These main factors include: fluctuation of seepage line, variation of density and shearing strength of soil, tention cracks and slope shape . We try to replace these factors with physical elements or mechanical elements, and also, try to incorporate into the stability analysis of stratified slopes with these replaced elements. By applying this stability analysis of stratified slopes, we have tried to simulate a slope failure which occured at Murakuniyama Takefu city in Fukui prefecture. In this paper, we have made a report, a method of the stability analysis of stratified slopes and the camparing the result of the simulation with the field observation.
Journal
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- Landslides
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Landslides 31 (1), 29-36_1, 1994
The Japan Landslide Society
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Details 詳細情報について
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- CRID
- 1390001204545728384
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- NII Article ID
- 130001009529
- 10004003174
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- NII Book ID
- AN00332562
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- ISSN
- 18843956
- 02852926
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- NDL BIB ID
- 3610782
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- Data Source
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- JaLC
- NDL
- Crossref
- CiNii Articles
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- Abstract License Flag
- Disallowed