摘要
巴基斯坦ML-1铁路沿线工程地质问题主要以砂土液化、盐渍土、软土、黄土湿陷和边坡顺层为主,部分段落发育膨胀岩土、崩塌、小规模滑坡和溜坍,总体工程地质条件较为简单,其砂土液化和盐渍土分布段落长,对工程影响大,具有普遍性。
The engineering geology problems along Pakistan ML-1 Railway are mainly sandy soil liquefaction,saline soil,soft soil,loess collapsibility and bedding slope.In some sections developed expansive rock and soil,collapsed,small-scale slip collapsed,landslide and slip slump exist.The engineering geological condition there is relatively simple in general,while its sandy soil liquefaction and salinized soil distribution sections are long,which have great influences on projects,and their range is wide.
作者
杨维博
于振涛
Yang Weibo;Yu Zhentao
出处
《吉林水利》
2020年第5期23-26,共4页
Jilin Water Resources
