人民长江
人民長江
인민장강
YANGTZE RIVER
2014年
5期
53-56
,共4页
李刚%赵其华%陈强%聂德新
李剛%趙其華%陳彊%聶德新
리강%조기화%진강%섭덕신
倾倒体%变形破坏%力学参数%稳定性分析
傾倒體%變形破壞%力學參數%穩定性分析
경도체%변형파배%역학삼수%은정성분석
dumping body%deformation failure%mechanical parameters%stability analysis
针对黄河上游某水电站4号大型倾倒体发育的地质环境条件及工程地质特性,在现场调查资料的基础上,结合倾倒体斜坡表部变形破坏特征、岩层倾角和岩体波速变化等因素,确定了倾倒体的变形展布范围、变形破坏特征、岩体结构及坡体结构等。由室内直剪试验、岩体纵波速度与岩体质量以及岩体力学参数之间的相关性分别获得缓倾软弱结构面和倾倒体岩体的力学参数,并运用刚性极限平衡法对倾倒体的稳定性进行了评价。结果表明:该倾倒体在正常蓄水+地震工况下,斜坡稳定性较其他工况低,可能出现失稳破坏。其他工况下,倾倒体整体处于稳定状态,但是局部地方稳定性较差,处于欠稳定状态,可能产生小规模、小范围的下滑垮塌破坏。
針對黃河上遊某水電站4號大型傾倒體髮育的地質環境條件及工程地質特性,在現場調查資料的基礎上,結閤傾倒體斜坡錶部變形破壞特徵、巖層傾角和巖體波速變化等因素,確定瞭傾倒體的變形展佈範圍、變形破壞特徵、巖體結構及坡體結構等。由室內直剪試驗、巖體縱波速度與巖體質量以及巖體力學參數之間的相關性分彆穫得緩傾軟弱結構麵和傾倒體巖體的力學參數,併運用剛性極限平衡法對傾倒體的穩定性進行瞭評價。結果錶明:該傾倒體在正常蓄水+地震工況下,斜坡穩定性較其他工況低,可能齣現失穩破壞。其他工況下,傾倒體整體處于穩定狀態,但是跼部地方穩定性較差,處于欠穩定狀態,可能產生小規模、小範圍的下滑垮塌破壞。
침대황하상유모수전참4호대형경도체발육적지질배경조건급공정지질특성,재현장조사자료적기출상,결합경도체사파표부변형파배특정、암층경각화암체파속변화등인소,학정료경도체적변형전포범위、변형파배특정、암체결구급파체결구등。유실내직전시험、암체종파속도여암체질량이급암체역학삼수지간적상관성분별획득완경연약결구면화경도체암체적역학삼수,병운용강성겁한평형법대경도체적은정성진행료평개。결과표명:해경도체재정상축수+지진공황하,사파은정성교기타공황저,가능출현실은파배。기타공황하,경도체정체처우은정상태,단시국부지방은정성교차,처우흠은정상태,가능산생소규모、소범위적하활과탑파배。
In the light of geological environment condition and engineering geological characteristics for development of No. 4 large dumping body at a hydropower station in the upstream of Yellow River and based on on-site investigation data, the deform-ation scope, deformation and failure characteristics, rock mass and slope body structures are determined by considering the fac-tors of the surface failure characteristics, the dip angle and the wave velocity of rock mass of the dumping body. The gentle-dipped weak structure plane and rock mechanics parameters of the dumping body are obtained by indoor direct shear test and the relation of longitudinal rock-mass velocity and rock-mass quality as well as rock mechanics parameters and the stability of the dumping body is evaluated by rigid body limit equilibrium method. The evaluation results show that the slope stability of the dumping body under the condition of normal impoundment and earthquake is lower than that of other conditions and stability fail-ure may occur;for other conditions, the dumping body is stable as a whole, but is poor in local area, and small scale landslide in a local scope may occur.