摘要
实际工程中大坝高边坡施工中可能因岩体结构面破坏而产生滑移失稳,直接影响到大坝的安全。以实际工程为例,通过现场地质勘察和分析,对高边坡基本地质条件、岩体物理力学性质及构造条件进行试验分析,对主要破坏形式进行研究,并提出边坡加固措施,为大坝设计施工提供技术支撑和参考依据。
During the construction of the dam slope in practical engineering may arise because of destruction of the rock mass structural plane and sliding instability,directly affects the safety of the dam,based on the actual project as an example,through field geological survey and analysis,the basic geological conditions of high slope,physical and mechanical properties of rock mass,the test analysis and construction conditions,the study of the main damage form,and put forward the slope reinforcement measures,provide technical support and reference basis for the dam design and construction.
作者
卢敏
LU Min(Jiangxi Water Conservancy and Hydropower Construction Co.Ltd.,Nanchang 330200,China)
出处
《水利科技与经济》
2020年第9期35-40,共6页
Water Conservancy Science and Technology and Economy
关键词
水利枢纽
坝体
工程地质
高边坡
破坏形式
措施
water conservancy project
dam
engineering geology
high slope
failure pattern
measures