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Earth pressures against the excavation wall in a jointed rock mass

机译:节理岩体中对开挖墙的土压力

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This paper examined the magnitude and distribution of earth pressure against the excavationrnwall in a jointed rock mass. Based on a physical model test and its numerical simulation, extended parametricrnstudies were conducted considering different rock and joint conditions. The results of earth pressure in a jointedrnrock mass were compared with Peck’s empirical earth pressure for soil ground. The comparison indicated thatrnthe earth pressure in a jointed rock mass can be significantly different from Peck’s earth pressure. Accordingly,rnthe effect of rock and joint conditions should be considered when designing the excavation wall in a jointedrnrock mass.
机译:本文研究了节理岩体中针对开挖墙的土压力的大小和分布。基于物理模型测试及其数值模拟,考虑了不同的岩石和节理条件,进行了扩展的参数研究。将节理岩体中的土压力结果与Peck对土壤地面的经验土压力进行了比较。比较表明,节理岩体中的土压力可能与Peck的土压力显着不同。因此,设计节理岩体中的开挖墙时,应考虑岩石和节理条件的影响。

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