广西天等县顿立一号高架大桥场址工程地质条件浅析_OpenScirbe Publishing

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广西天等县顿立一号高架大桥场址工程地质条件浅析

Author(s)：
刘攀

Publication Title：

Urban and Rural Studies 2022 No.06

Affiliations：
湖南省自然资源调查所

Abstract：
本文通过对拟建的广西天等县顿立一号高架大桥的场址工程地质条件进行分析，总结出该场址区域地质稳定性较好，场地类别以“II”类为主，区内中风化灰岩（D3）为较好的基础持力层，环境水对混凝土结构及钢筋混凝土结构中的钢筋具微腐蚀性，整体为岩溶中等发育区。

Keywords：
顿立一号；高架大桥场址；工程地质条件

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[1] 刘攀.广西天等县顿立一号高架大桥场址工程地质条件浅析[J].Urban and Rural Studies,2022(06),.

城镇建设

Urban and Rural Studies

Language: 中文

CN：10-1589/TU

ISSN：2096-6539

Publication Frequency: 半月刊

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