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易滑堆积体边坡稳定性及治理工程分析
引用本文:柴贺军,李岩,李海平,单荣相.易滑堆积体边坡稳定性及治理工程分析[J].公路交通技术,2011(6):21-24,29.
作者姓名:柴贺军  李岩  李海平  单荣相
作者单位:1. 招商局重庆交通科研设计院有限公司,重庆,400067
2. 招商局重庆交通科研设计院有限公司,重庆400067;重庆交通大学土木建筑学院,重庆400074
基金项目:交通运输部行业联合科技攻关项目(2006 353 350 240):交通运输部西部交通建设科技项目
摘    要:三峡库区存在着很多易滑地层,其风化产物易产生滑坡.针对大石头滑坡防治工程三叠系巴东组堆积层,采用参数折减法,对不同工况下的变形机制和稳定性进行分析,在此基础上提出防治措施,并对公路边坡防治工程的可靠性进行分析.大石头滑坡防治工程完工1年后证明分析评价和防治工程是合理有效的.

关 键 词:易滑地层  变形机制  稳定性分析  防治措施

Analysis for Stability of Sliding Accumulated Slope and Control Project
CHAI Hejun,LI Yan,LI Haiping,CHAN Rongxiang.Analysis for Stability of Sliding Accumulated Slope and Control Project[J].Technology of Highway and Transport,2011(6):21-24,29.
Authors:CHAI Hejun  LI Yan  LI Haiping  CHAN Rongxiang
Institution:CHAI Hejun, LI Yan, LI Haiping , CHAN Rongxiang
Abstract:Many sliding strata exist in Three Gorges reservoir area and their weathering products are easy to cause landslide. Aiming at accumulative formation of Triassic Padang Group in Dashitou Landslide Treatment Project, this paper employs the Parameter Reduction Method to analyze deformation mechanism and stability under different working conditions and proposes preventive measures accordingly, and also analyzes the reliability of highway slope treatment projects. Completion of the Dashitou Landslide Treatment Project for one year has proved that analysis and evaluation as well as treatment project are reasonable and effective.
Keywords:sliding strata  deformation mechanism  analysis for stability  preventive measures
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