基于臨界滑移場技術的排土場邊坡穩定性分析

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基于臨界滑移場技術的排土場邊坡穩定性分析

韋寒波, 孫世國, 高謙, 王文婷

文章導航 > 工程科學學報 > 2008 > 30(6): 581-584

韋寒波, 孫世國, 高謙, 王文婷. 基于臨界滑移場技術的排土場邊坡穩定性分析[J]. 工程科學學報, 2008, 30(6): 581-584. doi: 10.13374/j.issn1001-053x.2008.06.001

引用本文:

韋寒波, 孫世國, 高謙, 王文婷. 基于臨界滑移場技術的排土場邊坡穩定性分析[J]. 工程科學學報, 2008, 30(6): 581-584. doi: 10.13374/j.issn1001-053x.2008.06.001

WEI Hanbo, SUN Shiguo, GAO Qian, WANG Wenting. Stability of waste-dump slopes based on critical sliding field technology[J]. Chinese Journal of Engineering, 2008, 30(6): 581-584. doi: 10.13374/j.issn1001-053x.2008.06.001

Citation:

WEI Hanbo, SUN Shiguo, GAO Qian, WANG Wenting. Stability of waste-dump slopes based on critical sliding field technology[J]. Chinese Journal of Engineering, 2008, 30(6): 581-584. doi: 10.13374/j.issn1001-053x.2008.06.001

韋寒波, 孫世國, 高謙, 王文婷. 基于臨界滑移場技術的排土場邊坡穩定性分析[J]. 工程科學學報, 2008, 30(6): 581-584. doi: 10.13374/j.issn1001-053x.2008.06.001

引用本文:

韋寒波, 孫世國, 高謙, 王文婷. 基于臨界滑移場技術的排土場邊坡穩定性分析[J]. 工程科學學報, 2008, 30(6): 581-584. doi: 10.13374/j.issn1001-053x.2008.06.001

WEI Hanbo, SUN Shiguo, GAO Qian, WANG Wenting. Stability of waste-dump slopes based on critical sliding field technology[J]. Chinese Journal of Engineering, 2008, 30(6): 581-584. doi: 10.13374/j.issn1001-053x.2008.06.001

Citation:

WEI Hanbo, SUN Shiguo, GAO Qian, WANG Wenting. Stability of waste-dump slopes based on critical sliding field technology[J]. Chinese Journal of Engineering, 2008, 30(6): 581-584. doi: 10.13374/j.issn1001-053x.2008.06.001

基于臨界滑移場技術的排土場邊坡穩定性分析

doi: 10.13374/j.issn1001-053x.2008.06.001

1. 北京科技大學土木與環境工程學院, 北京 100083;
2. 北方工業大學建筑工程學院, 北京 100041;
3. 中國建筑科學研究院, 北京 100013

基金項目:

北京市教委資助項目(No.20041D0500204)

北京市優秀人才基金資助項目(No.KM200710009007)

作者簡介:
韋寒波(1982-),男,碩士研究生,E-mail:weihanbo@163.com;高謙(1956-),男,教授,博士生導師

中圖分類號: TD854.6
計量
- 文章訪問數: 272
- HTML全文瀏覽量: 92
- PDF下載量: 5
- 被引次數: 0
出版歷程
- 收稿日期: 2007-04-05
- 修回日期: 2007-06-12
- 網絡出版日期: 2021-08-06

Stability of waste-dump slopes based on critical sliding field technology

1. School of Civil and Environmental Engineering, University of Science and Technology Beijing, Beijing 100083, China;
2. College of Architecture Engineering, North China University of Technology, Beijing 100041, China;
3. China Academy of Building Research, Beijing 100013, China

摘要: 應用臨界滑移場技術,對排土場邊坡進行臨界滑動面搜尋.結果證明其邊坡滑動面并非圓弧滑面;再應用臨界滑移場技術的擴展方法進行反向搜尋,不僅可以得到排土場邊坡的安全系數,還能求得邊坡的最佳設計坡角.
- 排土場 /
- 邊坡穩定性 /
- 滑動面 /
- 臨界滑移場
Abstract: The critical sliding field technology was used to probe the sliding surface of a waste-dump slope. It is shown that the sliding surface of the slope is not a circular one. The reverse probing was carried out by using the expending method of critical sliding field, and the result show that both the safety factor and the optimum slope angle of waste-dump can be obtained.
- waste-dump /
- slope stability /
- sliding surface /
- critical sliding field

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文章訪問數: 272
HTML全文瀏覽量: 92
PDF下載量: 5
被引次數: 0

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