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本文介绍了重庆某高层建筑群场地的工程地质评价。根据勘察资料,分析了场地内的岩体质量,岩体中不连续结构面的效应,以及在外地质营力作用下危岩和卸荷裂隙的形成与发展对场地的影响程度。
This article introduces the engineering geological evaluation of a high-rise complex in Chongqing. According to the survey data, the quality of the rock mass in the site, the effect of the discontinuous structure surface in the rock mass, and the influence of the formation and development of the dangerous rock and the unloading fracture under the influence of the external geological force on the site are analyzed.