论岩质顺层边坡的稳定性与放坡坡率的关系
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摘要
在人类工程建设活动中,常常会开挖斜坡而形成许多顺层岩质边坡,对陡倾角边坡常采用顺层放坡处理是可行而经济的,而对中缓倾角的边坡当不能顺层放坡而采用陡于岩层倾角或潜在滑动面倾角放坡处理以提高边坡稳定性时,它是有适用条件的,与斜坡坡角及潜在滑动面倾角密切相关,文章就此问题进行了讨论。
During engineering construction it is common to form rock bedded slope in slope excavation.For the steep slope it is reasonable and economical to have bedded slope formation,but for slope with moderate dip angle in case of impossible bedded slope setting and the slope setting with dip angle steeper than that of rock bed or potential angle of sliding face for enhancing the slope stability,its suitability is related to slope angle and potential angle of sliding face.In this paper,this problem is discussed.
引文
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