岩石力学与工程学报
巖石力學與工程學報
암석역학여공정학보
CHINESE JOURNAL OF ROCK MECHANICS AND ENGINEERING
2009年
11期
2167-2175
,共9页
李仲奎%周钟%汤雪峰%廖成刚%侯东奇%幸享林%张志增%刘中港%陈秋红
李仲奎%週鐘%湯雪峰%廖成剛%侯東奇%倖享林%張誌增%劉中港%陳鞦紅
리중규%주종%탕설봉%료성강%후동기%행향림%장지증%류중항%진추홍
水利工程%地下厂房%洞室群%极高地应力%时效性%稳定性%对策
水利工程%地下廠房%洞室群%極高地應力%時效性%穩定性%對策
수리공정%지하엄방%동실군%겁고지응력%시효성%은정성%대책
hydraulic project%underground powerhouse%cavern groups%extreme-high geostress%time effect%stability%countermeasures
首先对修建于我国西南地区雅砻江干流上重要的梯级电站-- 锦屏一级水电站地下厂房洞室群的巨大规模、布置的复杂性,以及在极高地应力作用,和受到3条大断层及多组节理切割等复杂地质条件下,由于岩体强度较低及工程地质条件的不利组合,对地下厂房洞室群的稳定性提出的严峻挑战进行介绍.对该地下厂房洞室群施工中出现的远远超过同等规模的其他地下厂房的围岩变形,并表现出明显的时效性,还有衬砌开裂、围岩松动区持续加深、已经施工的锚杆锚索张力超限以及突然释放等各种特殊现象进行描述;然后从高地应力特点、岩体流变特性、变形特性等角度对这些现象产生的原因进行初步分析;最后针对上述情况对渐进性支护施工、分级控制锚索初始锁定张力、松动圈强化固结等若干对策的可行性进行探讨.
首先對脩建于我國西南地區雅礱江榦流上重要的梯級電站-- 錦屏一級水電站地下廠房洞室群的巨大規模、佈置的複雜性,以及在極高地應力作用,和受到3條大斷層及多組節理切割等複雜地質條件下,由于巖體彊度較低及工程地質條件的不利組閤,對地下廠房洞室群的穩定性提齣的嚴峻挑戰進行介紹.對該地下廠房洞室群施工中齣現的遠遠超過同等規模的其他地下廠房的圍巖變形,併錶現齣明顯的時效性,還有襯砌開裂、圍巖鬆動區持續加深、已經施工的錨桿錨索張力超限以及突然釋放等各種特殊現象進行描述;然後從高地應力特點、巖體流變特性、變形特性等角度對這些現象產生的原因進行初步分析;最後針對上述情況對漸進性支護施工、分級控製錨索初始鎖定張力、鬆動圈彊化固結等若榦對策的可行性進行探討.
수선대수건우아국서남지구아롱강간류상중요적제급전참-- 금병일급수전참지하엄방동실군적거대규모、포치적복잡성,이급재겁고지응력작용,화수도3조대단층급다조절리절할등복잡지질조건하,유우암체강도교저급공정지질조건적불리조합,대지하엄방동실군적은정성제출적엄준도전진행개소.대해지하엄방동실군시공중출현적원원초과동등규모적기타지하엄방적위암변형,병표현출명현적시효성,환유츤체개렬、위암송동구지속가심、이경시공적묘간묘색장력초한이급돌연석방등각충특수현상진행묘술;연후종고지응력특점、암체류변특성、변형특성등각도대저사현상산생적원인진행초보분석;최후침대상술정황대점진성지호시공、분급공제묘색초시쇄정장력、송동권강화고결등약간대책적가행성진행탐토.
A brief introduction is given to the great challenge in the construction of Jinping I hydropower station,which is a key cascade underground hydropower project,located in the Southwest China,at the Yalong River. The challenge is caused by the following features. The project is very huge and the underground powerhouse system is very complicated,as well as the very high geostress and the complex geological conditions,including 3 large-scale faults and multiple sets of joints existing in the surrounding rock mass with poor quality combination. A detailed description is carried out to the extremely large deformations which is far beyond the deformation of other underground powerhouses with the same range of scale,and the time-related features of the deformation,the severe cracks of linings,the damaged zones develop continually,the over-loading of the rock- bolts and anchorages,during the excavation of the underground powerhouse caverns. All these phenomena happen frequently. Then,a preliminary analysis of those particular situations is given from the point of view of the relation of high stress level and the rheological feature of the rock mass. Finally,the feasibilities of several countermeasures are discussed,such as gradual support method,hierarchical controlling to the initial pre-stress of anchors,damage-zone consolidation and strengthening by the combination of bolting and grouting.