Technical problems in the one-dimensional consolidation of cohesive soils under varying temperature

被引：0
|
作者：
Shimizu, M [1 ]
机构：
[1] Tottori Univ, Tottori 680, Japan
来源：
PROCEEDINGS OF THE NINTH (1999) INTERNATIONAL OFFSHORE AND POLAR ENGINEERING CONFERENCE, VOL 1, 1999 | 1999年
关键词：
clay; temperature; consolidation; thermal expansion;
D O I：
暂无
中图分类号：
U6 [水路运输]; P75 [海洋工程];
学科分类号：
0814 ; 081505 ; 0824 ; 082401 ;
摘要：
We have to overcome technical problems in conducting mechanical tests in which temperature is varied. By presenting the method of and results from a consolidation test on a saturated clay in which specimen's temperature was varied from 20 to 80 degrees C, we discuss the effects of the thermal deformation of the equipment and soil constituents, soil particles and pore fluid, upon the determination of the volume change and the void ratio.
引用
收藏
页码：510 / 513
页数：4
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