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淤泥堆场人工硬壳层地基极限承载力室内模拟研究
引用本文:刘青松,张春雷,汪顺才,朱伟,大木宜章.淤泥堆场人工硬壳层地基极限承载力室内模拟研究[J].岩土力学,2008,29(Z1):667-670.
作者姓名:刘青松  张春雷  汪顺才  朱伟  大木宜章
作者单位:1. 河海大学 岩土工程研究所,南京 210098;2. 河海大学 环境科学与工程学院,南京 210098; 3. 日本大学 生产工学部土木工学科,日本 千叶县习志野市 275-0006
基金项目:国家高技术研究发展计划(863计划),水利部公益性行业科研专项经费项目,江苏省南水北调工程科技创新项目
摘    要:针对淤泥堆场利用淤泥固化技术制作的人工硬壳层(MMC)地基的极限承载力问题,利用模型试验研究了人工硬壳层的无侧限抗压强度、厚度以及淤泥的不排水强度对这种人工硬壳层地基极限承载力的影响规律。结果表明,淤泥上覆人工硬壳层地基的极限承载力随人工硬壳层的无侧限抗压强度的增加呈指数增加的趋势,随硬壳层厚度的增加呈现出线性增加的趋势。

关 键 词:淤泥吹填场  固化  人工硬壳层  极限承载力  
收稿时间:2008-07-11

Laboratory simulation study of the ultimate bearing capacity of the man-made crust over dredged wastes dump sites
LIU Qing-song,ZHANG Chun-lei,WANG Shun-cai,ZHU Wei,T. OHKI.Laboratory simulation study of the ultimate bearing capacity of the man-made crust over dredged wastes dump sites[J].Rock and Soil Mechanics,2008,29(Z1):667-670.
Authors:LIU Qing-song  ZHANG Chun-lei  WANG Shun-cai  ZHU Wei  T OHKI
Institution:Institate of Geotechnical Engineering, Hohai University, Nanjing 210098, China; 2. College of Environmental Science and Engineering, Hohai University, Nanjing 210098, China; 3. Department of Civil Engineering, College of Industrial Technology, Nihon University, Tiba Narashino 275-0006, Japan
Abstract:For the bearing capacity problems of man-made crust(MMC) with solidified dredged sediment over dredged wastes dump sites,the effects of the MMC unconfined compressive strength,MMC thickness and sediment undrained shear strength to the ultimate bearing capacity of the MMC over dredged wastes dump sites were studied with model test.Test results show that the ultimate bearing capacity increases exponentially with the increase of MMC unconfined compressive strength,and increases linearly with the increase of MM...
Keywords:dredged wastes dump sites  solidification  MMC  ultimate bearing capacity  
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