1) Direct shear rheological test
直剪流变试验
2) direct shear creep test
直剪蠕变试验
3) shear rheological experiment
剪切流变试验
1.
The shear rheological experiment on the shear rheology equipment is carried out for silty mudestone seam in Wangxia high steep slope of Wangxia country,Wushan County.
利用岩石剪切流变仪,对巫山县望霞乡望霞高陡斜坡粉砂质泥岩夹层进行剪切流变试验,通过剪切流变曲线可以看出,岩石具有明显的瞬时变形,且与正应力、剪应力水平密切相关。
4) 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
5) 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。
6) shear test
直剪试验
1.
Improvement study of lab large-scale direct shear test of rock-soil aggregate mixture;
土石混合料室内大型直剪试验的改进研究
2.
On the shear tests of the single point method rock mass structures
单点法岩体结构面直剪试验
3.
It introduces the detect methods of the two interface between reinfor cements and soils parameter of pull out test and shear test,represents the main factors of affecting the tests and the select standard of the test methods,and researches the share character of the interface between reinforcements and sand clays and the interface between reinforcements and clay soils.
介绍了拉拔试验和直剪试验两种筋土界面参数的测试方法,阐述了影响试验的主要因素以及试验方法的选择标准,并对筋—砂土界面剪切特性和筋—粘性土界面剪切特性进行了研究,最后论述了接触面上剪应力—位移的关系,以保证加筋土结构的内部稳定性。
补充资料：剪直
1.径直;直捷。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条