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.
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-sell 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.
出处
《重庆交通学院学报》
2007年第3期96-102,共7页
Journal of Chongqing Jiaotong University
基金
交通部交通应用基础研究项目(2005319740090)
关键词
山区公路
路基
渗流
失稳机理
mountainous highway
roadbed
seepage
mechanism of instability