首页 | 本学科首页   官方微博 | 高级检索  
     检索      

山区公路沿河路基动态失稳机理研究综述(1)——水在岩土体中的渗流
引用本文:胡元鑫,柴贺军.山区公路沿河路基动态失稳机理研究综述(1)——水在岩土体中的渗流[J].重庆交通学院学报,2007,26(3):96-102.
作者姓名:胡元鑫  柴贺军
作者单位:重庆交通大学土木建筑学院,重庆交通科研设计院道路工程所 重庆400074,重庆交通科研设计院道路工程所,重庆400067,重庆400067
基金项目:交通部交通应用基础研究项目(2005319740090)
摘    要:针对以往山区公路沿河路基失稳破坏的研究限于地表水对路基的冲刷作用而并没有揭示出沿河路基内在失稳机理这一局限性,从水在岩土体中的渗流这一角度出发,概述沿河路基岩土体内的孔隙压力及渗透压力发生变化而使岩土体发生变形破坏及地下水对岩土体的各种不良作用.

关 键 词:山区公路  路基  渗流  失稳机理
文章编号:1001-716X(2007)03-0096-07
修稿时间:2006-04-032006-05-15

Mechanism Study on Dynamic Instability of Roadbed along the Rivers of Mountainous Highway (1):The Water Seepage in Rock-soil Mass
HU Yuan-xin ,CHAI He-jun.Mechanism Study on Dynamic Instability of Roadbed along the Rivers of Mountainous Highway (1):The Water Seepage in Rock-soil Mass[J].Journal of Chongqing Jiaotong University,2007,26(3):96-102.
Authors:HU Yuan-xin  CHAI He-jun
Abstract:The former researches about unstable failure of roadbed along rivers in the mountainous area are limited in the surface-water erosion,and don't reveal the immanent instability mechanism of roadbed along rivers.From the point of water seepage in rock-soil mass,the deformation and damage of rock-soil mass because of the changes of pore-pressure and osmotic-pressure were summaried,and kinds of harmful effects because of the underwater were concluded.
Keywords:mountainous highway  roadbed  seepage  mechanism of instability
本文献已被 CNKI 维普 等数据库收录!
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号