|
|
|
| Discussion on Common Problems in Design of High Standard Railway Cut Slope |
| JIANG Chu － sheng |
| China Railway Eryuan Engineering Group Co． Ltd，Chengdu Sichuan 610031，China |
|
|
|
|
Abstract Research purposes: In the design of a high standard railway cut slope，many factors must be considered．This paper discusses the common problems in design of a high standard railway cut slope and presents the new solution on them for providing the reference to the similar works．
Research conclusions: In the design of a high standard railway cut slope，not only must the cut slope stability be considered，but also must the durability and beauty be considered． Only both of them are achieved，the perfect effect can be obtained． According to the geological characteristics of the slope，the slope stability should be analyzed，the rational reinforcement measures should be taken and the drain system should be improved． In this way，the long － term durability can be obtained and the perfect environmental beauty effect can be achieved．
|
|
Received: 25 July 2011
|
|
|
|
|
|
［1］ ［英］E． Hoek J． W． Bray． 著 岩石边坡工程( 第一版)［M］． 北京: 冶金工业出版社，1983．
［England］E． Hoek J． W． Bray． Rock Slope Engineering［M］． Beijing: The Metallurgy Industrial Publisher，1983．
［2］ 徐帮栋． 滑坡分析与防治［M］． 北京: 中国铁道出版社，2001．
Xu Bangdong． Analysis and Management of a Landslide［M］． Beijing: China Railway Publishing House，2001．
［3］ 刘成宇． 土力学［M］． 北京: 中国铁道出版社，1995．
Liu Chengyu． Soil Mechancis ［M］． Beijing: China Railway Publishing House，1995．
［4］ 陈祖煜． 土质边坡稳定分析 － 原理?方法?程序( 第一版) ［M］． 北京: 中国水利水电出版社，2003．
Chen Zuyu． The Annlysis of a Soil Slope － principle?Method ? Procedure ［M］． Beijing: Chinese Water Engineering and Energy，Publishing House，2003．
［5］ 张天宝． 土坡稳定分析圆弧法的数值研究［J］． 成都工学院学报，1978( 1) : 97 －122．
Zhang Tianbao． A Data Study of the Stability of a Soil Slope with a Arc Sliding ［J］． Chengdu Engineering College Journal，1978( 1) : 97 － 122．
［6］ 李同录，邓宏科，李萍，等． 搜索简单土坡潜在滑动面的一种新方法［J］． 长安大学学报，2003( 3) : 56 －59．
Li Tonglu，Deng Hongke，Li Ping，etc． A New Method of Searching the Latent Sliding － surface of a Simple Soil Slope［J］． Chang － an University Journal，2003 ( 3 ) :56 － 59．
［7］ 李靖，等． 黄土边坡稳定性图解法［J］． 岩土工程学报，1998( 4) : 40 － 44．
Li Jing，etc． Diagram Method of a Yellow Soil Slope Stability［J］． Rock and Soil Engineering Journal，1998 ( 4) : 40 －44．
［8］ 蒋楚生． 圆弧滑面滑坡稳定系数的数值分析法［J］． 路基工程，2004( 1) : 52 －56．
Jiang Chusheng． A Data Study of the Stability Coefficient of a Soil Slope with a Arc Sliding ［J］．Subgrad Journal，2004( 1) : 52 － 56．
［9］ 蒋楚生． 土质边坡采用二次曲面搜寻最不利滑面的理论解法［J］． 路基工程，2005( 1) : 1 －3．
Jiang Chusheng． A Theoretical Sulution of the Most Disadvantageous Sliding Surface of a Soil Slope ［J］． Subgrad Journal，2005( 1) : 1 － 3．
［10］ 吴海斌． 国内预应力锚杆( 索) 防护要求与存在的问题［J］． 中国三峡建设，2002( 8) : 13 －14．
Wu Haibing． The Protection Requirement and the Existing Problem of a Bolt ( cable － anchor ) Used in Domestic ［J］． Chinese Sanxia Construction，2002 ( 8) :13 － 14．
|
|
|
|
2012, Vol. 29 
