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含水率对加筋膨胀土强度的影响
引用本文:丁万涛,雷胜友.含水率对加筋膨胀土强度的影响[J].岩土力学,2007,28(2):391-394.
作者姓名:丁万涛  雷胜友
作者单位:1. 山东大学 岩土与结构工程研究中心,济南 250061;2. 长安大学,西安 710064
摘    要:通过室内加筋三轴剪切试验,得出最优含水率附近两种不同含水率的加筋膨胀土的应力-应变关系曲线。分析试验曲线可知,相同含水率时试样的强度随着加筋层数、周围压力的增加而增大;同围压、同加筋层数的试样的含水率略微的减少,引起强度明显的增加,表明加筋膨胀土强度的水敏感性。

关 键 词:三轴试验  加筋膨胀土  含水率  
文章编号:1000-7598-(2007)02-0391-04
收稿时间:2005-03-16
修稿时间:2005-03-16

Influence of water contents on strength of reinforced expansive soils
DING Wan-tao,LEI Sheng-you.Influence of water contents on strength of reinforced expansive soils[J].Rock and Soil Mechanics,2007,28(2):391-394.
Authors:DING Wan-tao  LEI Sheng-you
Institution:1. Research Center of Geotechnical & Structural Engineering, Shandong University, Jinan 250061, China; 2. Chang’an University, Xi’an 710064, China
Abstract:The stress-strain curves of two kinds of reinforced expansive soil with different water contents around optimal value are obtained by triaxial shear test on reinforced soils.The strength of the sample with the same water contents gets stronger with the increase of reinforced layers and confinement pressure;the strength of the sample under the same confinement pressure and reinforced layers increases obviously by reducing slightly its water contents;and the result that the strength of reinforced expansive soil is sensitive to water contents is gained by analyzing the test curves.
Keywords:triaxial test  reinforced expensive soils  water contents
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