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曹永华, 李卫, 刘天韵. 浅层超软土地基真空预压加固技术[J]. 岩土工程学报, 2011, 33(zk1): 234-238.
引用本文: 曹永华, 李卫, 刘天韵. 浅层超软土地基真空预压加固技术[J]. 岩土工程学报, 2011, 33(zk1): 234-238.
CAO Yong-hua, LI Wei, LIU Tian-yun. Surface-layer improvement technology for ultra soft soil by vacuum preloading[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(zk1): 234-238.
Citation: CAO Yong-hua, LI Wei, LIU Tian-yun. Surface-layer improvement technology for ultra soft soil by vacuum preloading[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(zk1): 234-238.

浅层超软土地基真空预压加固技术

Surface-layer improvement technology for ultra soft soil by vacuum preloading

  • 摘要: 吹填造陆工程中越来越多的面对超软土的加固。通过对传统真空预压法进行改进,提出了浅层超软土地基真空预压加固技术。采用了可循环的三维土工排水网取代砂垫层作为排水垫层,解决了超软土地基砂垫层的铺设难题和天然砂石料价格上涨带动真空预压造价上涨的问题。用平板泡沫搭设的浮桥,提供了一个稳定性可以满足使用要求的作业面,实现了超软土上的材料倒运。结合浮桥搭设的隔水挡埝,实现了大面积超软土的分区加固。通过泥面铺设编织布和无纺布,实现了超软泥面打设排水板。最后给出了典型工程应用。

     

    Abstract: More and more ultra soft soil improvement projects need to be executed at present in China. Based on some improvements of the traditional vacuum preloading method, a new technology for improving the surface-layer of the ultra soft soil by vacuum preloading is developed. The recyclable three-dimensional drainage cushion made of polythene is used to replace the sand cushion, which solves the laying problem of the sand cushion on the ultra soft soil and can be a solution of the continuous increasing of the cost in vacuum preloading projects owing to the increasing price of the natural sand. The plate of foam plastic is used to construct the float bridge, which provides a steady platform for the transportation of construction materials. The water-stop dike is built along the float bridge, which can also divide the wide area of ultra soft soil ground into several portions for improvement. Woven fabrics and non-woven fabrics are laid on the surface of the ultra soft soil, which can provide the platform for the installation of the prefabricated vertical drain. A typical application project is given to illustrate this technology.

     

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