摘要
根据对坝肩观测孔地下水位长期变化的全程追综,研究了一个实际发生在拱坝坝肩上的特殊渗漏问题,即隧洞对石门拱坝右坝肩渗透性能的恶化有重大影响、从该坝曾经发生过的岩体渗透破坏,笔者提出了对拱坝设计的某些想法和意见。
on the traces of underground water level change of an abutment monitoring hole in the whole processs, a special abutment leakage of an arch dam is discussed. The tunnel in the bank deteriorated the leakage characteristics of the right abutment of Shimen arch dam seriously. In views of the leakage rupture happened some ideas are proposed to improve the arch dam design.
出处
《岩石力学与工程学报》
EI
CAS
CSCD
北大核心
2000年第2期193-198,共6页
Chinese Journal of Rock Mechanics and Engineering