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袋装砂井加固处理珠江三角洲某高速公路软基效果分析
引用本文:崔伯华. 袋装砂井加固处理珠江三角洲某高速公路软基效果分析[J]. 水利水运工程学报, 1999, 0(1): 57-64
作者姓名:崔伯华
作者单位:南京水利科学研究院土工研究所
摘    要:珠江三角洲某高速公路路基采用7.0cm砂井排水堆载预压加固处理,测试资料分析表明加固效果显著。土体固结度达到80%时所需的预压时间约为原设计时间的1/3倍;合理加密砂井间距对孔压消散,加快土体固结是十分有利的;排水砂井除排水作用外,还起到竖向加筋抗滑作用。但施打砂井后,土体扰动引起土体抗剪强度降低是非常可观的,工程学术界和广大现场施工人员应予以重视。

关 键 词:袋装砂井  高速公路软基  地基处理  固结度  抗剪强度
修稿时间:1998-02-07

Analysis on an expressway soft ground improved by packed drains in Pearl River delta
Cui Bohua. Analysis on an expressway soft ground improved by packed drains in Pearl River delta[J]. Hydro-Science and Engineering, 1999, 0(1): 57-64
Authors:Cui Bohua
Affiliation:Nanjing Hydraulic Research Institute
Abstract:This paper discussed the result of soft ground improvement of an expressway located in Pearl River delta and its foundation was treated by preloading combined with packed drain of a diameter of 7 cm. Testing and monitoring results showed that the adopted method of ground treatment was very effective, so the preloading time when degree of consolidation reach 80% was reduced by 1/3 as compared with the design anticipation. Moreover, appropriate decrease of packed drain spacing was useful to the pore pressure dissipation and soil consolidation. Packed drains also have a vertical reinforcement and anti slide effect besides the drainage. Soil shear strength has a significant decrease due to disturbance after construction of the packed drains, which should be seriously considered for practice technicians and academic authorities.
Keywords:packed drain   soft ground of expressway   ground treatment   degree of consolidation   shear strength
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