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强震损伤格栅墙处理地基抗液化性能离心模型试验研究

周燕国 曹渊 石川明 陈云敏

岩土工程学报2024,Vol.46Issue(z1):11-15,5.
岩土工程学报2024,Vol.46Issue(z1):11-15,5.DOI:10.11779/CJGE2024S10050

强震损伤格栅墙处理地基抗液化性能离心模型试验研究

Centrifuge model tests on liquefaction mitigation performance of soil-cement grid-improved ground subjected to earthquake pre-shaking history

周燕国 1曹渊 1石川明 2陈云敏1

作者信息

  • 1. 浙江大学软弱土与环境土工教育部重点实验室,浙江大学岩土工程研究所,浙江大学超重力研究中心,浙江 杭州 310058
  • 2. 清水建设技术研究所,日本 东京 135-8530
  • 折叠

摘要

Abstract

The soil-cement grid has been widely applied as an effective liquefaction countermeasure due to its capability to effectively mitigate the shear load and deformation of the enclosed soil under seismic loadings.In terms of its long service period,two dynamic centrifuge model tests are conducted to study the effects of strong shaking history on the liquefaction responses of the enclosed soil.The model ground consists of a 15 m-thick liquefiable clayey fine sand and an underlain 2.5 m-thick coarse sand layer.The liquefiable layer is improved by the soil-cement grid in one model,while the other without any improvement affording a contrast.Both models are subjected to a sinusoidal input motion with amplitude of 0.15g.Several more severe shaking events with amplitude of 0.4g are applied to the models prior to this 0.15g event as strong shaking history.The results imply that the damage patterns of the walls are mainly vertical penetrating cracks,partly accompanied by local diagonal cracks,and the outer cells show a"shielding effect"on the center cell similar to that of a group pile foundation.After the strong vibration history,the central cell of the soil-cement grid still has satisfactory anti-liquefaction effects,leading to a much lower excess pore pressure than free field.At the same time,due to the weakening of the overall stiffness of the soil-cement grid,the shear deformation between the soil-cement grid and the underlying coarse sand layer is significantly reduced.

关键词

地震液化/水泥土格栅墙/地基处理/离心机模型试验/地震历史

Key words

soil liquefaction/soil-cement grid/ground improvement/centrifuge model test/earthquake pre-shaking history

分类

土木建筑

引用本文复制引用

周燕国,曹渊,石川明,陈云敏..强震损伤格栅墙处理地基抗液化性能离心模型试验研究[J].岩土工程学报,2024,46(z1):11-15,5.

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

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