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齐齐哈尔湿地软土压缩固结特性的试验
引用本文:刘红军,张立敏.齐齐哈尔湿地软土压缩固结特性的试验[J].东北林业大学学报,2009,37(2).
作者姓名:刘红军  张立敏
作者单位:1. 五邑大学,江门,529020
2. 吉林省公路勘测设计院
摘    要:通过压缩固结试验,研究应力水平对北方湿地软土压缩性的影响,得出了齐齐哈尔湿地软土的 曲线、压缩系数、压缩模量、主固结系数、次固结系数等主要压缩指标随固结压力的变化规律,以及不同的加载比对 曲线、主固结系数和次固结系数的影响.研究成果可为公路湿地软土地基在路堤填土分级加载情况下固结沉降计算提供相关参数.

关 键 词:湿地软土  压缩固结  加载比  主固结系数  次固结系数

Compression and Consolidation Behaviors of Swamp Soft Soil in Qiqihar Region
Liu Hongjun,Zhang Limin.Compression and Consolidation Behaviors of Swamp Soft Soil in Qiqihar Region[J].Journal of Northeast Forestry University,2009,37(2).
Authors:Liu Hongjun  Zhang Limin
Institution:Liu Hongjun(Department of Civil Engineering,Wuyi University,Jiangmen 529020,P.R.China),Zhang Limin(Jilin Highway Survey , Design Institute)
Abstract:An experiment was conducted to study the effects of stress level on compression and consolidation behaviors of swamps soft soil based on compression and consolidation experiments of swamp soft soil in Qiqihar region.The changing regularity of the main compression indexes with consolidation pressure were obtained,including e-p curve,compression factor,compression modulus,primary consolidation coefficient,and secondary consolidation coefficient.The effects of different load ratios on e-lgt curve,primary conso...
Keywords:Swamp soft soil  Compression and consolidation  Load ratios  Primary consolidation coefficients  Secondary consolidation coefficients  
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