| 注册
首页|期刊导航|岩土工程学报|地震液化离心机振动台模型试验与LEAP研究进展

地震液化离心机振动台模型试验与LEAP研究进展

周燕国 马强 刘凯 曹渊 陈云敏

岩土工程学报2024,Vol.46Issue(1):54-62,9.
岩土工程学报2024,Vol.46Issue(1):54-62,9.DOI:10.11779/CJGE20221213

地震液化离心机振动台模型试验与LEAP研究进展

Centrifugal shaking table tests on soil liquefaction and progress of LEAP projects

周燕国 1马强 1刘凯 2曹渊 1陈云敏1

作者信息

  • 1. 浙江大学岩土工程研究所,浙江大学软弱土与环境土工教育部重点实验室,浙江大学超重力研究中心,浙江 杭州 310058
  • 2. 浙江大学岩土工程研究所,浙江大学软弱土与环境土工教育部重点实验室,浙江大学超重力研究中心,浙江 杭州 310058||中建丝路建设投资有限公司,陕西 西安 710000
  • 折叠

摘要

Abstract

The centrifugal shaking table test is one of the most promising approaches to study soil liquefaction problems.On one hand,it can reproduce seismic response and reveal the ground failure mechanism induced by soil liquefaction,providing the scientific basis for developing the design methods for engineering practices;on the other hand,the test results can verify the relevant methods and constitutive models for soils used in numerical simulation.The principles of the centrifugal shaking table tests are briefly introduced and the research progress of centrifuge modeling for soil liquefaction problems are reviewed.Then the liquefaction experiments and analysis project(LEAP)and its verification and validation procedures are described.The new techniques developed to improve the repeatability of the centrifugal shaking table tests are introduced,including the shaking control of the shaking table,measurements of elastic wave velocities under high centrifuge acceleration,and particle image velocimetry(PIV)-based real-time monitoring of dynamic displacements.Finally,the research trends of the centrifugal shaking table tests in the field of soil liquefaction are discussed.

关键词

地震液化/离心机模型试验/物理模拟/振动台/VELACS/LEAP/相似律

Key words

liquefaction/centrifugal model test/physical modeling/shaking table/VELACS/LEAP/scaling law

分类

建筑与水利

引用本文复制引用

周燕国,马强,刘凯,曹渊,陈云敏..地震液化离心机振动台模型试验与LEAP研究进展[J].岩土工程学报,2024,46(1):54-62,9.

基金项目

国家自然科学基金项目(51988101,52278374,51978613) (51988101,52278374,51978613)

高等学校学科创新引智计划(111 计划)项目(B18047) (111 计划)

岩土工程学报

OA北大核心CSTPCD

1000-4548

访问量0
|
下载量0
段落导航相关论文