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高挡土墙怎么设计比较好，有什么区别？

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高挡土墙怎么设计比较好，有什么区别？

浏览：55次 | 提问时间： 06-26 10:04

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久伴我 06-26 10:04

衡重式挡土墙验算与一般重力式挡土墙验算的区别：衡重式挡墙一特点就是墙上土体在验算滑移和倾覆时候是抗力；一般重力式挡土墙验算是作用力。衡重式挡土墙的最大优点是可利用衡重平台上的填土重、迫使墙身整体重心后移，使基底应力趋于均衡，增加了墙身的稳定性、这样可适当提高挡土的高度，但从另一方面来讲，衡重式挡墙的构造形式又限制了其基底不可能做得很大，因此就扩散挡墙基底应力而言，衡重式挡土墙反而不如其他形式的挡土墙，其提高挡土的高度也是比较有限的。一般重力式挡土墙主要依靠墙体自重，来保持墙体在土压力作用下的稳定。因体积和自重较大，不宜修筑太高，一般不超过5m为宜。根据墙背的坡度分成仰斜式、垂直式及俯斜式。这3种形式中，仰斜式及垂直式受力条件较好，但实际应用要根据具体条件拟定。比如墙背要与开挖的临时边坡相结合．宜采用仰斜式挡土墙；若墙背需填土，用地紧张，宜采用俯斜式较好。

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