Tensiometer saturation and the reliable measurement of soil suction

被引:107
作者
Take, WA [1 ]
Bolton, MD [1 ]
机构
[1] Univ Cambridge, Dept Engn, Schofield Ctr, Cambridge CB2 1TN, England
来源
GEOTECHNIQUE | 2003年 / 53卷 / 02期
关键词
field instrumentation; partial saturation; pore pressures; suction;
D O I
10.1680/geot.53.2.159.37261
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
Recent advances in the technology for measuring matric suction have permitted the direct measurement of gauge pore water pressures lower than -100 kPa-that is, absolute tensions. This significant accomplishment has opened up a realm of research possibilities into the nature and behaviour of unsaturated soils. However, the widespread exploitation of this technology has been limited by the lack of a commercially available tensiometer capable of measuring high suctions, and by the complex and highly experience-driven nature of the filter saturation process. Much of the research on the direct measurement of matric suction has focused on achieving the maximum attainable suction value with high-pressure-range devices and large saturation pressures. However, there are many applications in physical modelling and laboratory testing where smaller suction ranges are of interest (< 400 kPa), illustrating the need for more sensitive, lower-pressure-range devices. As a consequence of the lower pressure range of these devices, the devices cannot be subjected to the high saturation pressures described in the literature. As a result, additional investigations into the processes involved in filter saturation are required. This paper investigates the importance of high initial saturation, and presents conditions for quality-assured suction measurements.
引用
收藏
页码:159 / 172
页数:14
相关论文
共 14 条
[1]  
Bishop A.W., 1950, Geotechnique, V2, P13, DOI DOI 10.1680/GEOT.1950.2.1.13
[2]  
BLACK DK, 1973, ASCE J SOIL MECHANIC, V99, P75
[3]   Use of the tensile strength of water for the direct measurement of high soil suction [J].
Guan, Y ;
Fredlund, DG .
CANADIAN GEOTECHNICAL JOURNAL, 1997, 34 (04) :604-614
[4]   Bubble formation in animals I. Physical factors [J].
Harvey, EN ;
Barnes, DK ;
McElroy, WD ;
Whiteley, AH ;
Pease, DC ;
Cooper, KW .
JOURNAL OF CELLULAR AND COMPARATIVE PHYSIOLOGY, 1944, 24 (01) :1-22
[5]  
KONIG D, 1994, P INT C CENTR 94 ROT, P101
[6]  
Lowe J., 1960, P ASCE RES C SHEAR S, P819
[7]  
Mair R J., 1979, THESIS CAMBRIDGE U
[8]   NEW PROCEDURE FOR SATURATING SAND SPECIMENS [J].
RAD, NS ;
CLOUGH, GW .
JOURNAL OF GEOTECHNICAL ENGINEERING-ASCE, 1984, 110 (09) :1205-1218
[9]  
Ridley, 1993, THESIS
[10]  
Ridley AM, 1998, GEOTECHNICAL SITE CHARACTERIZATION, VOLS 1 AND 2, P851