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露天礦山高陡邊坡變形破壞的工程地質模型

Engineering Geologcal Model of High-steep Slope Damagein Opencut Mines

  • 摘要: 我國的大多數大中型露天礦山已經或即將進入深部開采.隨著邊坡的加高加陡,露天邊坡穩定性維護的難度和采場破壞的概率越來越大.由于礦體賦存條件的制約性,礦山邊坡的變形破壞模式與地質構造特征、巖體結構特征的關系極為密切.本文通過系統地現場工程地質調查和實驗研究,基本掌握了水廠鐵礦的地質構造特征與工程地質條件.邊坡變形破壞機理和主要破壞模式,建立了水廠鐵礦高陡邊坡地質模型,為采用極限平衡分析和數值模擬相結合的方法進行邊坡穩定性分析和設計提供依據.

     

    Abstract: Most of large and middle scale open-pit mines in China have reached deep mining. Along with the deeping and steepening of the slope, the difficulty to maintain stability of the slope and the probability of failure of the mining area are getting large and large. Due to complicated burring conditions of the ore-bodies in the open-pit mines, the failure modes of the slope are closely related to geological structures and rock mass characteristics. Through systematical field investigations, tests and studies, the tectonic features and general conditions of engineering geology, the mechanisms and modes of failure of the slope in Shuichang mine are basically understood. A geological model of the high and steep slopes in Shuichang open-pit mine is established, which provides a strong basis for stability analysis and optimum design of the slopes using numerical modeling and limiting equilibrium analysis methods.

     

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