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非饱和土试验中的先进吸力控制技术
引用本文:吴宏伟,陈锐.非饱和土试验中的先进吸力控制技术[J].岩土工程学报,2006,28(2):123-128.
作者姓名:吴宏伟  陈锐
作者单位:香港科技大学土木工程系;香港科技大学土木工程系 香港;香港;
摘    要:介绍和评价了海外常用的3种吸力控制技术:轴平移、渗透和湿度控制。论述了每种技术的工作原理、发展过程、应用情况和优缺点。对文献中采用轴平移和渗透技术得到的试验结果进行了比较和讨论。另外,在直剪试验的剪切阶段前施加不同的吸力平衡历时,用以展示吸力平衡历时对随后的剪切过程中的各种剪切性状(抗剪强度和体变)的影响。

关 键 词:吸力控制技术  轴平移  渗透  湿度控制  吸力平衡  非饱和土试验  
文章编号:1000-4548(2006)02-0123-06
收稿时间:2005-06-02
修稿时间:2005-06-02

Advanced suction control techniques for testing unsaturated soils
NG C W W,CHEN Rui.Advanced suction control techniques for testing unsaturated soils[J].Chinese Journal of Geotechnical Engineering,2006,28(2):123-128.
Authors:NG C W W  CHEN Rui
Affiliation:Department of Civil Engineering The Hong Kong University of Science and Technology Hong Kong China
Abstract:Three suction control techniques(i.e.axis-translation,osmotic and humidity control) developed overseas were introduced and reviewed.The working principle,development,applications,advantages and limitations of each technique were described and discussed.Experimental data using the axis-translation and osmotic techniques were compared and discussed.Moreover,by applying different durations of suction equalization before shearing in a direct shear box,the influence of duration of suction equalization on subsequent shearing behaviour was illustrated in terms of shear strength and volume change.
Keywords:suction control technique  axis-translation  osmotic  humidity control  suction equalization  unsaturated soil testing
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