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活树桩固坡对边坡稳定性影响的数值分析
引用本文:徐中华,钭逢光,陈锦剑,王建华,封金财.活树桩固坡对边坡稳定性影响的数值分析[J].岩土力学,2004,25(Z2):275-279.
作者姓名:徐中华  钭逢光  陈锦剑  王建华  封金财
作者单位:1. 上海交通大学,土木工程系,上海,200030
2. 浙江临安高速公路有限公司,浙江,临安,311321
摘    要:作为一种经济、环保的植物固坡方法,活树桩在发达国家得到了较为广泛的应用.笔者介绍了活树桩固坡方法的应用和施工方法,讨论了其加固机理.采用弹塑性有限元分析活树桩固坡对边坡稳定性的影响,研究了活树桩的入土长度、加固位置、数量、角度及其根系发展等因素对边坡安全系数影响的规律.

关 键 词:活树桩  边坡  稳定性  有限元方法  植物固坡
文章编号:1000-7598-(2004)增-0275-05
修稿时间:2004年6月27日

Numerical analysis of the stability of slopes reinforced by live staking
XU Zhong-hua,DOU Feng-guang,CHEN Jin-jian,WANG Jian-hua,FENG Jin-cai.Numerical analysis of the stability of slopes reinforced by live staking[J].Rock and Soil Mechanics,2004,25(Z2):275-279.
Authors:XU Zhong-hua  DOU Feng-guang  CHEN Jin-jian  WANG Jian-hua  FENG Jin-cai
Institution:XU Zhong-hua1,DOU Feng-guang2,CHEN Jin-jian1,WANG Jian-hua1,FENG Jin-cai1
Abstract:As a cost-effective and environmentally compatible way to protect slopes, live staking has been widely used in west countries. This paper introduces the application and installation of live staking. Then its reinforcement mechanism is discussed. Moreover, the elasticplastic finite element method is used to analyze the stability of slopes reinforced by live staking. Based on the discussion of some factors such as the length, location, amount, inclination and roots of the live staking, many useful rules are obtained.
Keywords:live staking  slope  stability  finite element method  soil bioengineering stabilization  
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