Analysis of pier mechanical properties in construction stage adjacent to deep foundation pit

Zhengyuan Niu, Zidong Zhang, Changsong Zhao, Risheng Wang
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Abstract

: The deep foundation pit of Dongming Yellow River Highway Bridge is adjacent to the pier of the original bridge. In this paper, the stress and displacement of bridge pier are studied by experiments. The results show that temperature is the main factor affecting the pier, and the excavation adjacent to deep foundation pit has no obvious effect on the pier. The research results have practical significance for deep foundation pit construction and bridge design.
临近深基坑施工阶段桥墩力学性能分析
东明黄河公路桥深基坑与原桥桥墩相邻。本文通过试验研究了桥梁桥墩的应力和位移。结果表明:温度是影响墩的主要因素,深基坑附近的开挖对墩的影响不明显;研究成果对深基坑施工和桥梁设计具有实际意义。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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