摘要
本文分析了小湾水电站初设阶段坝区岩基爆破８组结构面的现场抗剪强度，并对软性和硬性结构面的抗剪强度进行了预测．
In the conceptual design phase of Xaiowan Hydropower Station,field shear strength of rock mass structural planes in 8 groups were analyzed after the foundation rocks blasted,shear strength on the soft and solid structural planes were predicted.
出处
《云南水力发电》
1996年第4期26-30,共5页
Yunnan Water Power
关键词
水电站
拱坝
结构面
抗剪强度预测
Xiaowan Hydropower Station,arch dam,structural plane,shear strength predicted
