务坪水库不稳定山体及滑坡体的处理研究  

Study on the slope stabilization of Wuping Reservoir

作　　者：张天明 周晓光[2] 

机构地区：[1]云南省水利水电勘测设计研究院,云南昆明650021 [2]中国水利水电科学研究院,北京100044

出　　处：《水力发电》2003年第11期14-16,共3页Water Power

摘　　要：务坪水库坝轴线上游右岸不稳定山体及左岸3号滑坡体的处理是其建坝的技术难点之一。在进行岸坡处理方案的研究论证中,充分考虑了工程的实际情况,将岸坡加固处理措施与坝体结构布置有机地结合起来,提出了经济合理、可靠的处理方案,取得了很好的效果。The stabilization of right abutment slope and No.3 left abutment slope of the Wuping Reservoir is one of the key technical difficulties during its dam construction. In present stabilization scheme, the actual conditions of the project were fully considered and the stabilization measures of slope were combined with the layout of dam body structure. An economical, reasonable and reliable treatment scheme is proposed and adopted and a good effectiveness has been gained.

关 键 词：振冲加固 反压平台 岸坡 临空面 务坪水库 

分 类 号：P642.2[天文地球—工程地质学]