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1)  unsaturated direct shear test
非饱和直剪试验
1.
The shear strength characteristics of a typical expansive rock taken out from Xinxiang City,Henan Province were studied by performing suction controlled direct shear tests using the GDS unsaturated direct shear test system.
针对南水北调工程膨胀岩,选取典型的河南新乡黏土岩,采用GDS非饱和直剪仪进行控制吸力条件下的非饱和直剪试验
2)  unsaturated soil shear instruments
非饱和土直剪仪
1.
The experiments of soil-water characteristics curves are made under different consolidation pressures for sliding zone soils of Gushubao landslide in the Qingjiang valley,with an advanced unsaturated soil shear instruments which can control suction.
利用能够控制基质吸力的4联式非饱和土直剪仪,对清江流域古树包滑坡滑带土体进行了不同固结应力条件下土-水特征试验,得出了土-水特征曲线并进行了函数拟合。
3)  unsaturated soil testing
非饱和土试验
4)  saturation testing
饱和试验
5)  direct shear test
直剪试验
1.
Advances in research of rock masses containing discontinuous joints in direct shear test;
非贯通节理岩体直剪试验研究进展
2.
Effect of effective shearing area on result of direct shear tests;
有效剪切面积对直剪试验结果的影响分析
3.
Research on direct shear test and pullout test between clay and geotextile;
粘土与筋带直剪试验与拉拔试验对比分析
6)  direct-shear test
直剪试验
1.
Investigation on reinforcement-sand-clay layer system using direct-shear test;
筋带-砂-粘土层状体系直剪试验研究(英文)
2.
In this paper,systematic direct-shear tests in large direct-shear apparatus were carried out for the clay reinforced by geobelt under different normal stresses and water contents.
通过对黏土与聚丙烯土工带在不同含水率下进行了不同法向荷载作用的直剪试验,讨论了法向应力、含水率对高液限黏土与筋带之间剪切特性的影响。
3.
In order to determine the stress-strain relations and performance parameters of graded soil during the simulation analysis of vibration drum and soil model,the dynamic triaxial and direct-shear tests are performed on graded soil to analyze its strength parameters and the stress-strain relationship.
为了确定振动压实仿真分析时土壤的本构关系(应力-应变关系)及性能参数,对级配土的动三轴试验数据和直剪试验数据进行回归分析,研究了级配土的强度参数和应力-应变关系。
补充资料:非律仪非不律仪
【非律仪非不律仪】
 (术语)三种无表色之一。谓律仪即非善戒,不律仪即非恶戒之非戒律的善恶之无表色也。律仪为极善,不律仪为极恶,其他之善恶,善恶皆势用微劣,故称之为处中之善,处中之恶,皆为非律仪非不律仪,即非戒律的之善与恶也。(参见:无表色)
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