液化场地桩基地震失效机制：现状与挑战

doi:10.16285/j.rsm.2023.0483

岩土力学 ›› 2023, Vol. 44 ›› Issue (10): 2979-2996.doi: 10.16285/j.rsm.2023.0483

液化场地桩基地震失效机制：现状与挑战

唐亮^{1, 2, 3}，满孝峰^{1, 2, 3}，丛晟亦^{1, 2, 3}，司盼^{1, 2, 3}，凌贤长^{1, 2, 3}，张效禹¹，李雪伟^{1, 2, 3}

1. 哈尔滨工业大学土木工程学院，黑龙江哈尔滨 150090；2. 哈尔滨工业大学哈尔滨工业大学重庆研究院，重庆 401151； 3. 哈尔滨工业大学黑龙江省寒区轨道交通工程技术研究中心，黑龙江哈尔滨 150090

收稿日期:2023-04-19 接受日期:2023-08-01 出版日期:2023-10-13 发布日期:2023-10-16
作者简介:唐亮，男，1981年生，博士，教授，主要从事土动力学与岩土地震工程、岩土与地下工程等方面的研究工作。
基金资助:
国家自然科学基金（No.42271088，No.51578195）；国家重点研发计划项目（No.2016YFE0205100）

Failure mechanism of pile foundations in liquefiable soils under seismic loading: status and challenge

TANG Liang^{1, 2, 3}, MAN Xiao-feng^{1, 2, 3}, CONG Sheng-yi^{1, 2, 3}, SI Pan^{1, 2, 3}, LING Xian-zhang^{1, 2, 3}, ZHANG Xiao-yu¹, LI Xue-wei^{1, 2, 3}

1. School of Civil Engineering, Harbin Institute of Technology, Harbin, Heilongjiang 150090, China; 2. Chongqing Research Institute of Harbin Institute of Technology, Harbin Institute of Technology, Chongqing 401151, China; 3. Heilongjiang Research Center for Rail Transit Engineering in Cold Regions, Harbin Institute of Technology, Harbin, Heilongjiang 150090, China

Received:2023-04-19 Accepted:2023-08-01 Online:2023-10-13 Published:2023-10-16
Supported by:
This work was supported by the National Natural Science Foundation of China (42271088, 51578195) and the National Key Research and Development Program of China (2016YFE0205100).

摘要/Abstract

摘要： 震害调查表明，多次破坏性地震中均发生液化场地桩基严重破坏的典型实例。针对地震土体液化诱发桩基破坏这一突出难题，国内外学者围绕液化场地桩基抗震的紧迫需求，采用多重研究方法，揭示液化场地桩基弯曲、屈曲和沉降等多种失效模式，取得系列丰硕研究成果。首先开展典型液化场地桩基震害实例的调研与分析，总结液化场地桩基震害主要的表现形式和破坏模式，剖析各种桩基失效模式触发机制和演化机制，指出当前研究的重难点问题，并给出液化场地桩基抗震研究进一步需要努力的方向。期望这项工作能够给研究者们提供一些有用的参考，并助力于我国液化场地桩基抗震理论的不断发展和完善。

关键词: 地震, 液化场地, 桩基础, 失效机制, 震害实例

Abstract: The investigation of earthquake damage shows that the pile foundation in liquefiable soils has been severely damaged in many destructive earthquakes. In view of the prominent problem of pile foundation disaster induced by soil liquefaction, many scholars have adopted multiple research methods to explore the earthquake damage mechanism of pile foundation in liquefiable soils, aiming to meet the urgent need of aseismic design of pile foundation in liquefiable soils. And they have obtained fruitful and important research results, revealing the failure modes of pile foundation in liquefiable soils, such as bending failure, buckling failure and settlement failure. This study surveys and analyzes the typical cases of pile foundation earthquake damage in liquefiable soils, and summarizes the manifestations and failure types of pile foundation earthquake damage. On this basis, the paper dissects progress of different earthquake failure mechanisms of pile foundation, and points out the key and difficult points in the current research. Finally, the insufficiency and challenges of seismic research on pile foundation in liquefiable soils are revealed, and the further research directions are given. This work can provide some useful reference for the researchers, and it is beneficial to the development and perfection of seismic theory of pile foundation in liquefiable soils.

Key words: earthquake, liquefiable soils, pile foundations, failure mechanism, earthquake damage cases

中图分类号: TU435

唐亮, 满孝峰, 丛晟亦, 司盼, 凌贤长, 张效禹, 李雪伟, . 液化场地桩基地震失效机制：现状与挑战[J]. 岩土力学, 2023, 44(10): 2979-2996.

TANG Liang, MAN Xiao-feng, CONG Sheng-yi, SI Pan, LING Xian-zhang, ZHANG Xiao-yu, LI Xue-wei, , . Failure mechanism of pile foundations in liquefiable soils under seismic loading: status and challenge[J]. Rock and Soil Mechanics, 2023, 44(10): 2979-2996.

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液化场地桩基地震失效机制：现状与挑战

Failure mechanism of pile foundations in liquefiable soils under seismic loading: status and challenge

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