INFLUENCE OF LABORATORY SAMPLE PREPARATION PROCEDURES ON THE STRENGTH AND STIFFNESS OF INTACT BOTHKENNAR SOIL RECOVERED USING THE LAVAL SAMPLER

被引:21
作者
ATKINSON, JH
ALLMAN, MA
BOESE, RJ
机构
[1] Geotechnical Engineering Research Centre, City University, London
来源
GEOTECHNIQUE | 1992年 / 42卷 / 02期
关键词
CLAYS; LABORATORY TESTS; PORE PRESSURES; SHEAR STRENGTH; STIFFNESS;
D O I
10.1680/geot.1992.42.2.349
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
Undrained triaxial compression tests were carried out on samples of intact Bothkennar soil recovered using a Laval sampler. The laboratory test samples were cut from the Laval sample using different techniques including pushing a thin-walled tube, trimming with a wire saw and variations of the method described by Landva (1964). The results show that the method of sample trimming had a significant influence on the strengths and stiffnesses measured. They indicate that, for this soil, sample preparation using wire saw trimming causes the least disturbance.
引用
收藏
页码:349 / 354
页数:6
相关论文
共 6 条
[1]   MECHANICAL-PROPERTIES OF RECONSTITUTED BOTHKENNAR SOIL [J].
ALLMAN, MA ;
ATKINSON, JH .
GEOTECHNIQUE, 1992, 42 (02) :289-301
[2]  
Atkinson J H, 1985, GROUND ENG, V18, P15
[3]  
HIGHT DW, 1989, COMMUNICATION
[4]  
LANDVA A, 1964, 56 NORW GEOT I PUBL, P1
[5]   CAUSES OF SAMPLING DISTURBANCE AND DESIGN OF A NEW SAMPLER FOR SENSITIVE SOILS [J].
LAROCHELLE, P ;
SARRAILH, J ;
TAVENAS, F ;
ROY, M ;
LEROUEIL, S .
CANADIAN GEOTECHNICAL JOURNAL, 1981, 18 (01) :52-66
[6]  
LAROCHELLE P, 1988, STP, V977, P715