云南水力发电
雲南水力髮電
운남수력발전
Yunnan Water Power
2015年
5期
70-72,92
,共4页
鲁甸地震%堰塞体%堆石坝%水电站
魯甸地震%堰塞體%堆石壩%水電站
로전지진%언새체%퇴석패%수전참
Ludian earthquake%landslide dam%rock-fi ll dam%hydropower station
介绍红石岩堰塞体及堰塞体坝基工程地质特性。分别对堰塞体与堰塞体坝基进行了变形稳定性，渗漏、渗透变形分析。研究表明堰塞体渗透性、变形稳定性均较小，仅堰塞体表层和堰塞体坝基存在一定的渗漏问题，有发生渗透变形破坏的可能，故建议河床冲积层、古滑坡体、古河床冲积层正常蓄水位以下进行全断面防渗。
介紹紅石巖堰塞體及堰塞體壩基工程地質特性。分彆對堰塞體與堰塞體壩基進行瞭變形穩定性，滲漏、滲透變形分析。研究錶明堰塞體滲透性、變形穩定性均較小，僅堰塞體錶層和堰塞體壩基存在一定的滲漏問題，有髮生滲透變形破壞的可能，故建議河床遲積層、古滑坡體、古河床遲積層正常蓄水位以下進行全斷麵防滲。
개소홍석암언새체급언새체패기공정지질특성。분별대언새체여언새체패기진행료변형은정성，삼루、삼투변형분석。연구표명언새체삼투성、변형은정성균교소，부언새체표층화언새체패기존재일정적삼루문제，유발생삼투변형파배적가능，고건의하상충적층、고활파체、고하상충적층정상축수위이하진행전단면방삼。
The paper gives an introduction to the engineering geological features of Hongshiyan landslide dam and its foundation and analyzes deformation stability, leakage and seepage deformation of both landslide dam and its foundation respectively. The study indicates that the permeability and the deformation stability of the landslide dam are both unremarkable, and only the surface of the landslide dam and its foundation have certain leakage problem, which is possible to cause seepage deformation damage. Therefore it is recommended to take full-section seepage control measures for the river bed alluvium, the ancient landslide body and the ancient river bed alluvium below the normal storage water level..
