[1]杨永明,杨天俊.某输气管线760#滑坡形成机制及稳定性分析[J].水土保持研究,2008,15(06):177-179.
 YANG Yong-ming,YANG Tian-jun.Forming Mechanism and Stability Analysis of 760# Landslide at Oil Transporting Pipelines[J].Research of Soil and Water Conservation,2008,15(06):177-179.
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某输气管线760#滑坡形成机制及稳定性分析

参考文献/References:

[1] 刘高,张帆宇,李新召.凤安山滑坡地质过程研究[C]//第二届全国岩土与工程学术大会论文集.北京:科学出版社,2006:418-424.
[2] 王恭先,徐峻龄,刘光代.滑坡学与滑坡防治技术[M].北京:中国铁道出版社,2004.
[3] 肖学沛,李天斌,张志龙.三峡水库区严家坡滑坡成因分析及稳定性评价[J].中国地质灾害与防治学报,2005,16(1):39-43.
[4] 郑明新.论滑带土强度特征及强度参数的反算法[J].岩土力学,2003,24(4):528-532.
[5] Sonmez H,Ulusay R,Gokceoglu C.A practical procedure for the back analysis of slope failures in closely jointed rock masses[J].International Journal of Rock Mechanics and Mining Sciences,1998,35(2):219-233.
[6] Deng J H,Lee C F.Displacement back analysis for a steep slope at the Three Gorges Project site[J].International Journal of Rock Mechanics and Mining Sciences,2001,38(2):259-268.

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备注/Memo

收稿日期:2008-1-5;
作者简介:杨永明(1961- ),陕西周至人,教授级高级工程师,主要从事岩土工程的生产、科研工作。E-mail:donglanfeng@lzu.edu.cn

更新日期/Last Update: 1900-01-01