摘要
峡口码头高切坡,处于硬软岩性的交接部位,岩体中裂隙发育,多为层状结构和碎裂结构,在切坡初期,常产生规模不等的滑移破坏。基于小变形的假设和有限元分析基础上,确定工程治理措施,是紧密结合工程实践的重要课题。
Wharf high cutting slope of Xiakou town locate in the intersection of hard and soft lithology,fissure development in rock mass are more layer structure and fractured structure,and sliding rupture with different scale is often appeared in the early cut slopes.Based on the assumption of small deformation and finite element analysis,to determine the management measures is the important topic of combining with the engineering practice closely.
出处
《价值工程》
2011年第36期66-66,共1页
Value Engineering
关键词
锚固技术
人工高边坡
岩体
顺向坡
应用研究
anchorage techniques
artificial high cutting slope
rock mass
dip slope
application research