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李国维, 杨涛, 殷宗泽. 公路软基超载预压机理研究[J]. 岩土工程学报, 2006, 28(7): 896-901.
引用本文: 李国维, 杨涛, 殷宗泽. 公路软基超载预压机理研究[J]. 岩土工程学报, 2006, 28(7): 896-901.
LI Guowei, YANG Tao, YIN Zongze. Study of mechanism about surcharge preloading method on the soft ground of highways[J]. Chinese Journal of Geotechnical Engineering, 2006, 28(7): 896-901.
Citation: LI Guowei, YANG Tao, YIN Zongze. Study of mechanism about surcharge preloading method on the soft ground of highways[J]. Chinese Journal of Geotechnical Engineering, 2006, 28(7): 896-901.

公路软基超载预压机理研究

Study of mechanism about surcharge preloading method on the soft ground of highways

  • 摘要: 通过不同超载比、不同作用时间的一维固结试验,研究软土在超载作用过程的变形机理。研究表明,超载作用时间过长会使地基的总变形量增加,相对于等载预压过程,超载的作用时间越长、超载比越大,超载卸除后的次压缩变形越小。以提早完成基准期次压缩变形量为目标,过大的超载比是没必要的。工程算例表明,在较长的超载时间情况下,较小的超载比也可以满足工程需要。

     

    Abstract: A series of 1-D consolidation tests were carried out for soft clay with different over pressure ratios(OPR) and different preloading durations.It was found that longer surcharge preloading duration could make the total magnitude of deformation of soft clay larger,and the more surcharge preloading duration and the larger OPR,the less magnitude of secondary compression deformation of soft clay after unloading was,compared with that under permanent pressure loading.For the purpose of finishing secondary compression deformation of soft clay early,too large OPR was not necessary.The calculated results from one construction site indicated that shorter OPR also could satisfy the demand of control settlement when surcharge preloading duration was longer.

     

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