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Optional design of high loess slope in highway based on reliability method(PDF)

《地球科学与环境学报》[ISSN:1672-6561/CN:61-1423/P]

Issue:
2005年第02期
Page:
82-85
Research Field:
Publishing date:

Info

Title:
Optional design of high loess slope in highway based on reliability method
Author(s):
YE Wan-jun1SHE Xue-sen1CHEN Zhi-xin2SONG Jian-hua3SHAO Tie-quan2
1.Key Laboratory for Special Area Highway Engineering of Ministry of Education,Chang’ an University,Xi’ an 710064,China; 2.School of Geological Engineering and Surveying Engineering,Chang’ an University,Xi’ an 710054, China; 3.Xinjiang Institute of Water Resources and Hydropower Research,Urumqui 830049,China
Keywords:
high loess slope reliability optimization designation
PACS:
P642.2;U416.14
DOI:
-
Abstract:
The loess slope was analyzed with reliability method, an optimized model for designing high loess slope was estab- lished, and the high loess slope of Tong-Hong highway was used to verify this model. The results indicate that the concept of this model is precise, its physical meaning is confirm, and people who do designing work may take this model as an refer- ence.

References:

[1] 彭小云 , 高德彬 , 毕选生 ,等. 高陡边坡稳定 性的概率分析[J] . 长安大学学报(地球科学版), 2003 , 25(3):67 ~ 70.
[2] 祝玉学. 边坡可靠性分析[M] . 北京 :冶金工业出版社 , 1993.
[3] 高大钊. 土力学可靠 性分析原 理[M] . 北京 :中国 建筑工 业出 版社 , 1989.
[4] 周欣华 , 党进谦 , 李靖. 黄土边坡 及其稳定 分析图简 介[J] . 西 北农业大学学报 , 1999 , 27(2):101 ~ 104.
[5] 赵之胜 , 折学森 , 陈志新. 铜黄公路 黄土高边 坡性状分 析与治 理对策研究[D]. 西安 :陕西省交通厅 , 2002.
[6] 贾厚华 , 贺怀建. 边坡稳定性模糊随机可靠 度分析[J] . 岩土力 学 , 2003 , 24(4):657 ~ 660.
[7] 周育峰. 边坡稳定性的可靠度分析[J] . 公路, 2003,(9):80 ~ 83.

Memo

Memo:
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Last Update: 1900-01-01