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在某些特定条件下,常规重力式挡土墙不能满足实际工程需要,需进行灵活设计,本文结合工程实例,介绍了非常规组合型重力式挡土墙的稳定性验算,对类似工程有一定的借鉴意义。
Under some special conditions, the conventional gravity retaining wall can not meet the needs of the actual project and needs to be flexibly designed. In this paper, the stability checking of the unconventional combined gravity retaining wall is introduced based on the engineering example. The reference significance.