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青岛港液体化工码头区软基处理方法的对比分析研究
引用本文:康帅,于定勇,吕东峰.青岛港液体化工码头区软基处理方法的对比分析研究[J].海岸工程,2006,25(4):31-36.
作者姓名:康帅  于定勇  吕东峰
作者单位:中国海洋大学,工程学院,山东,青岛,266100
基金项目:山东省青岛市科技发展基金
摘    要:使用层次分析法,对青岛港港池浚深挖泥吹填形成的液体化工码头的软基处理方法进行优选。结合土质特点等因素,分区进行不同工艺的分析,建议真空预压法和强夯法进行地基处理。两种方法的地基处理资料对比表明,真空预压法为首选处理工艺。

关 键 词:软基处理  真空预压法  强夯法  土性指标  效果对比
文章编号:1002-3682(2006)04-0031-06
收稿时间:2006-08-25
修稿时间:2006年8月25日

Study on Comparative Analysis of Soft Foundation Treatment Methods for Qingdao Harbor Liquid Chemical Wharf Area
KANG Shuai,YU Ding-yong,L Dong-feng.Study on Comparative Analysis of Soft Foundation Treatment Methods for Qingdao Harbor Liquid Chemical Wharf Area[J].Coastal Engineering,2006,25(4):31-36.
Authors:KANG Shuai  YU Ding-yong  L Dong-feng
Institution:College of Engineering, Ocean University of China, Qingdao 266100, China
Abstract:In this paper,the analytical hierarchy process is used to select the optimal soft foundation treatment method for the Qingdao Harbor liquid chemical wharf area.After analyzing the soil properties and treatment technologies in different wharf areas,it is suggested that the vaccum preloading method and dynamic compaction method are used to treat the soft foundation.It is shown from the comparison between the foundation treatment data by using the two methods that the vaccum preloading method is the optimal soft foundation treatment method for the wharf area.
Keywords:soft foundation treatment  vaccum preloading method  dynamic compaction method  geotechnical index  effect comparison
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