›› 2018, Vol. 32 ›› Issue (2): 126-131.

• 工程实录 • 上一篇    下一篇

直排式与抽水式固结在地基加固中的联合应用

谢兰芳,罗勇威,许健敏   

  1. (广东省航运规划设计院有限公司,广州 510050)
  • 收稿日期:2017-08-31 修回日期:2017-09-20 出版日期:2018-04-30 发布日期:2018-05-09
  • 作者简介:谢兰芳(1984-),男,硕士,工程师,研究方向为岩土及水工工程设计。

Application of Combination Wick-Drain Direct Connection and VacuumPre-Loading Methods in Soil Improvement of Dredger Fill

XIE Lanfang, LUO Yongwei, XU Jianmin   

  1. (Guangdong Planning & Designing Institute for Water Transportation Co., Ltd., Guangzhou 510050)
  • Received:2017-08-31 Revised:2017-09-20 Online:2018-04-30 Published:2018-05-09

摘要: 针对新近吹填土“三高一低”的特性,无法直接铺设砂垫层、施打排水板进行真空预压地基处理的问题,结合浙江苍南围垦区吹填与地基处理工程实例,提出了浅层直排式与深层抽水固结联合使用的真空预压处理方法。该方法采用排水板直接连接真空滤管的直排式对浅层浮泥进行处理形成表面硬壳层,再在硬壳层上进行深层抽水固结预压处理。通过理论计算与现场监测数据分析,处理效果显著,达到了处理的目的。通过初步经济效益分析,认为该处理方案有助缩短工期、节省材料、降低造价,特别是在砂源紧缺、新近吹填土上施工困难等方面优势显著。

关键词: 浙江苍南围垦区, 浅层直排式, 深层抽水, 硬壳层

Abstract: The new dredged fill has the characteristics of high thickness, highly compressible, high water content and low permeability. The conventional sand blanket could not be placed for the drainage and as the construction access for the wick drain installation and other activities. This paper presents a case study of Reclamation and Soil Improvement of Dredged Fills of Cangnan, Zhejiang. The combination of wickdrain direct connection and vacuum preloading consolidation methods are introduced. This innovative approach is to install the wick drain and connects the wick drain directly to the vacuum pumps. A relatively hard crust at the surface could be formed due to the dewater effect. The vacuum preloading method was followed on top of the crust. The prediction results were compared with the construction monitoring results. It is concluded this method achieved satisfactory results. The advantages are: shorter construction periods, cost effective, and material savings, especially, in areas that sand supplies need to be imported.

Key words: Cangnan Reclamation Area, Shallow Layer Wick Drain Direct Connection, Vacuum PreLoading for Deep Layers, Shallow Crust Laye