A system for controlled suction in triaxial tests

被引:59
|
作者
Blatz, J [1 ]
Graham, J [1 ]
机构
[1] Univ Manitoba, Winnipeg, MB R3T 2N2, Canada
来源
GEOTECHNIQUE | 2000年 / 50卷 / 04期
关键词
clays; constitutive relations; expansive soils; laboratory tests; partial saturation; shear strength;
D O I
10.1680/geot.2000.50.4.465
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
A new method is presented for controlling soil suctions in triaxial tests. The method is based on measurement of suction using thermocouple psychrometers and controlling suctions using the vapour equilibrium technique. The method allows for specimens to be dried/wetted while subjected to externally applied cell pressure and deviator loading. Development of the system and its components is discussed in the text and presented in a series of figures. Operation of the equipment, preparation of the samples, and installation of the specimens are covered. Preliminary test results demonstrate the capability of the system. The results demonstrate that the new suction control method provides a technique whereby suction is controlled and measured in triaxial tests under external loading. Measurements and control of suction at all stages in triaxial testing will allow better constitutive relationships to be evaluated through more generalized stress path testing.; A new method is presented for controlling soil suctions in triaxial tests. The method is based on measurement of suction using thermocouple psychrometers and controlling suctions using the vapour equilibrium technique. The method allows for specimens to be dried/wetted while subjected to externally applied cell pressure and deviator loading. Development of the system and its components is discussed in the text and presented in a series of figures. Operation of the equipment, preparation of the samples, and installation of the specimens are covered. Preliminary test results demonstrate the capability of the system. The results demonstrate that the new suction control method provides a technique whereby suction is controlled and measured in triaxial tests under external loading. Measurements and control of suction at all stages in triaxial testing will allow better constitutive relationships to be evaluated through more generalized stress path testing.
引用
收藏
页码:465 / 469
页数:5
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