往复移动荷载下超固结软黏土重力模型试验研究

王家超; 钱建固; 张甲峰; 王其伟

doi:10.11779/CJGE2019S2022

往复移动荷载下超固结软黏土重力模型试验研究 English Version

王家超^{1, 2},
钱建固^1,2, ,,
张甲峰³,
王其伟^{1, 2}

1. 同济大学地下建筑与工程系,上海 200092;
2. 同济大学岩土及地下工程教育部重点实验室,上海 200092;
3. 上海民航新时代机场设计研究院有限公司,上海 200335

基金项目: 国家自然科学基金项目（51578413,51238009）

详细信息

作者简介:
王家超(1995— ),男,硕士研究生,主要从事软土工程与本构理论研究。E-mail: jcwang@tongji.edu.cn。

通讯作者:
钱建固，E-mail：qianjiangu@tongji.edu.cn

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出版历程
- 收稿日期: 2019-04-29
- 发布日期: 2019-07-19

Gravity model testing overconsolidated soft clay under repeated moving loads

1. Department of Geotechnical Engineering, Tongji University, Shanghai 200092, China;
2. Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education, Tongji University, Shanghai 200092, China;
3. Shanghai CAAC New Era Airport Design & Research Institute Co., Ltd., Shanghai 200335, China;

摘要

摘要: 研发了能够进行往复移动荷载下超固结软土地基的室内重力模型试验装置,并基于该试验平台开展了上海浅层超固结饱和软黏土的重力模型试验研究。通过一系列试验,揭示了超固结饱和软黏土地基在往复移动荷载下的累计孔压及累计变形随往复次数及动载幅值的时空演化规律。试验表明,深层土体处的超孔压动力响应明显较浅层的动力响应低,但其动力响应更为迅速。同时,土体在交通荷载行进方向上的动力响应比其他方向上更为强烈,其孔压衰减也最不明显。此外,动载幅值越大,初期的塑性变形和后期的位移增量也明显变大,并且不同水平位置处的差异沉降也越大。
- 移动荷载 /
- 试验装置 /
- 模型试验 /
- 累计孔压 /
- 累计变形
Abstract: A gravity model test device is developed to simulate overconsolidated soft clay under repeated moving loads. Using this device, the model tests on Shanghai shallow overconsolidated saturated soft clay are carried out. Through a series of tests, it is revealed that temporal and spatial variation of the accumulated pore pressure and deformation about overconsolidated saturated soft clay foundation with the number and amplitude of changing repeated moving loads. The test results show that the dynamic response of the excess pore pressure in the deep soil is obviously lower than that of shallow soil, but its peak value comes earlier. At the same time, the dynamic response of soil in the direction of moving loads is stronger than that in other directions, and the dissipation of the excess pore pressure in that direction is also the least obvious. In addition, with the amplitude of increasing dynamic loads, the plastic deformation at the initial stage and the displacement increment at the later stage get larger, and the difference of settlements at different horizontal positions becomes larger too.
- moving load /
- test device /
- model test /
- accumulated pore pressure /
- accumulated deformation

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参考文献(5)

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