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基于裂隙影响的膨胀土路堑边坡柔性防护法
引用本文:倪宏革,周红.基于裂隙影响的膨胀土路堑边坡柔性防护法[J].公路,2007(1):25-28.
作者姓名:倪宏革  周红
作者单位:鲁东大学土木工程学院,烟台市,264025
基金项目:烟台鲁东大学校重点基金资助项目(044301)
摘    要:膨胀土的反复胀缩变形及强度衰减特性,对路堑边坡具有长期潜在的破坏作用,而刚性防护措施难以解决此类问题。通过配制一种新型的液体改良剂,对膨胀土边坡进行化学喷洒渗透改良,使之形成结硬的表面封闭层,使边坡长期处于稳定状态,成功实现了膨胀土路堑边坡的柔性防护,为膨胀土路堑边坡处理提供了新途径,具有较好的推广应用价值。

关 键 词:膨胀土  裂隙  路堑边坡  柔性防护
文章编号:0451-0712(2007)01-0025-03
修稿时间:2006-08-07

Methods of Flexible Protection for Roadcut Slope of Expansive Soil Based on Effect of Fissure
NI Hong-ge,ZHOU Hong.Methods of Flexible Protection for Roadcut Slope of Expansive Soil Based on Effect of Fissure[J].Highway,2007(1):25-28.
Authors:NI Hong-ge  ZHOU Hong
Institution:Institute of Civil Engineering, Ludong University, Yantai 264025,China
Abstract:Properties of strength reduction and repeated expansion and contraction deformation of expansive soil produce long-term potential destruction on roadcut slope of expansive soil,it is difficult for using measure of rigid protection to solve the problem.A new type liquid amendment agent is made to spray on roadcut slope.So the hard sealing coat is formed to ensure stability of roadcut slope.Then a successful way which has greater value for treating expansive soil is presented and application is carried out to protect the slope flexibly.
Keywords:expansive soil  fissure  roadcut slope  flexible protection
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