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Theoretical solutions for the Vertical Compressive Stress of Shallow Neighbourhood Loess Tunnel Foundation
Journal of Asian Architecture and Building Engineering ( IF 1.5 ) Pub Date : 2020-08-11 , DOI: 10.1080/13467581.2020.1799799 Ping Lei 1 , Xingbo Han 1 , Jia Tang 2 , Yongxu Xia 1 , Lunlei Chai 1 , Xing Liang 1
Journal of Asian Architecture and Building Engineering ( IF 1.5 ) Pub Date : 2020-08-11 , DOI: 10.1080/13467581.2020.1799799 Ping Lei 1 , Xingbo Han 1 , Jia Tang 2 , Yongxu Xia 1 , Lunlei Chai 1 , Xing Liang 1
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Vertical compressive stress of the foundation is a vital parameter for determining the coefficient of self-weight collapsibility of loess tunnels. This paper aims to provide a theoretical solution ...
中文翻译：
浅层邻域黄土隧道地基竖向压应力的理论解
地基竖向压应力是确定黄土隧道自重湿陷系数的重要参数。本文旨在提供一个理论解决方案......
更新日期：2020-08-11
中文翻译：
浅层邻域黄土隧道地基竖向压应力的理论解
地基竖向压应力是确定黄土隧道自重湿陷系数的重要参数。本文旨在提供一个理论解决方案......
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