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土工格室-碎石桩双向增强复合地基的研究展望

FABUSHIJIAN:2015-04-07 15:17:14 | LAIYUAN:HUATENG

 

   土工格室-碎石桩双向增强复合地基的研究展望

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  作为一种新型的软基处治技术,土工格室-碎石桩双向增强复合地基等组合型软基处治技术已在工程实际中得到推广应用,土工格室-碎石桩双向增强复合地基作为一种新型的软基处治技术已广泛用于工程实践,但其承载机理与设计计算理论尚有待深入研究。笔者从试验研究、数值分析、设计计算理论研究等方面对土工格室-碎石桩双向增强复合地基的研究现状进行了概括总结,并针对其承载机理及其设计计算理论中亟待解决的问题进行了讨论,以期促进该处治技术及其设计理论的进一步完善,从而加速该技术的推广应用。

土工格室-碎石桩双向增强复合地基的研究展望

 



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