杨房沟水电站拱坝-基础整体地质力学模型试验研究  

Experimental study on global geomechanical model for Yangfanggou arch dam and its foundation

作　　者：殷亮[1] 张伟狄 魏海宁[1] 

机构地区：[1]中国电建集团华东勘测设计研究院有限公司,浙江杭州311122

出　　处：《大坝与安全》2015年第6期8-12,共5页Dam & Safety

摘　　要：随着试验技术的发展,地质力学模型试验已成为研究高拱坝整体稳定性和安全度的重要方法。依据相似理论,按照1∶200比例建立杨房沟水电站整体三维地质力学模型,模拟拱坝-基础及两岸主要的断层、节理裂隙及风化卸荷等地质条件,采用水压超载法进行破坏试验研究,分析拱坝、基础及两岸坝肩抗力体的应力、变形和稳定安全度,研究拱坝-基础整体稳定性、失稳破坏过程及超载能力,并与国内同类高拱坝研究成果进行对比分析,综合评价杨房沟拱坝-基础整体稳定安全度。研究结果表明,拱坝起裂安全度K1=2.5-3.0,非线性开始安全度K2=4.0-6.0,整体稳定极限安全度K3=11.0。可见,杨房沟水电站拱坝-基础整体稳定性较高。With the development of testing technology, geomechanical model test has become an impor-tant method for stability and safety analysis of high arch dam. According to the similarity theory, a 3Dgeomechanical model with the proportion of 1∶200 was built up to simulate the arch dam and founda-tion, main faults, crack zone and other major geological condition. Destructive test based on overloadingof hydraulic pressure was used to analyze the stress, deformation and stability of arch dam, foundationand abutment resistance body, and to study the stability of arch dam foundation, the process of instabili-ty and failure and overload capacity. The results were compared with the research results of domesticsimilar high arch dams, and a comprehensive evaluation of safety degree of Yangfanggou dam foundationstability was put forward. The results showed that, the safety degree of arch dam cracking was 2.5~3.0,the safety degree of nonlinear originated was 4.0~6.0, the limited safety degree of global stability was11.0, which indicated the high global stability of Yangfanggou dam and foundation.

关 键 词：地质力学模型 拱坝-基础整体稳定性 超载法试验 杨房沟水电站 

分 类 号：TV642.4[水利工程—水利水电工程] TV223