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赵利明
Urban and Rural Studies 2020 No.04
大连市市政设计研究院有限责任公司
本文通过现行公路路基设计规范中关于滑动稳定及倾覆稳定方程公式的推导,明确了主动土压力增大对挡土墙稳定状态的影响与挡土墙设计参数的相互关系,确定了公式中争议较大的主动土压力分项系数取值原则,可供工程设计人员参考使用.
挡土墙;主动土压力;分项系数;取值原则
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Language: 中文
CN:10-1589/TU
ISSN:2096-6539
Publication Frequency: 半月刊
An academic processing and support platform focusing on journal databases, submission and review, and pre-typesetting.