An experimental study of thermal response of saturated red clay subjected to progressively heating and cooling processes

被引:0
|
作者
Bai Bing [1 ]
Zhao Xiao-long [1 ]
Xu Tao [1 ]
机构
[1] Beijing Jiaotong Univ, Sch Civil Engn, Beijing 100044, Peoples R China
基金
中国国家自然科学基金;
关键词
red clay; thermal response; pore pressure; heating/cooling processes; irreversible thermodynamics;
D O I
10.16285/j.rsm.2016.01.003
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
The thermal properties of saturated red clay subjected to progressively heating and cooling processes are experimentally studied under the combining impact of temperature and confining pressure. Two kinds of tests with and without drainage between temperature stages at four confining pressures (50, 100, 150 and 200 kPa respectively) are performed. The temperature is applied sequentially as 20 degrees C -> 40 degrees C -> 50 degrees C -> 60 degrees C -> 70 degrees C -> 80 degrees C -> 70 degrees C -> 60 degrees C...-> 20 degrees C. In this study, the evolutions of temperature, pore pressure, volumetric strain, and the related thermodynamical mechanisms are analyzed. It is shown that during progressively heating/cooling with drainage between temperature stages, the volumetric strain due to the pore pressure dissipation associated with heating are greater than that due to the latter compression induced by negative pore pressure after progressively cooling, and eventually induces an irreversible shrinkage deformation. On the other hand, during progressively heating/cooling without drainage between temperature stages, the pore pressure induced by heating can even reach the applied confining pressure, and then maintains a significant residual pore pressure when the temperature of specimens falls to the initial temperature, revealing also an irreversible thermodynamic processes.
引用
收藏
页码:25 / 32
页数:8
相关论文
共 12 条
  • [1] Ghembaza M.S., Taibi S., Fleureau J.M., Thermo-hydro-mechanical behaviour of a sandy clay on isotropic paths, European Journal of Environmental and Civil Engineering, 18, 2, pp. 206-222, (2014)
  • [2] Chen G.J., Sillen X., Verstricht J., Et al., ATLAS III in situ heating test in boom clay: Field data, observation and interpretation, Computers and Geotechnics, 38, 5, pp. 683-696, (2011)
  • [3] Chen L., Liu Y.M., Wang J., Et al., Investigation of the thermal-hydro-mechanical (THM) behavior of "GMZ" bentonite in the China-Mock-up test, Engineering Geology, 172, pp. 57-68, (2014)
  • [4] Yao Y.-P., Wan Z., Yang Y.-F., Et al., Thermal failure for saturated clay under undrained condition, Rock and Soil Mechanics, 32, 9, pp. 2561-2569, (2011)
  • [5] Wiesner E., Weathering beneath lateritic profiles, Bulletin Engineering and Geological Environment, 58, pp. 71-74, (1999)
  • [6] Gao G.R., The distribution and geotechnical properties of loess soils, lateritic soils and clayey soils in China, Engineering Geology, 42, pp. 95-104, (1996)
  • [7] Xiao M.-G., Wang J.-G., Chen X.-J., Material composition and engineering characteristics of red clay in Guigang, Guangxi, Journal of China University of Geosciences, 16, 1, pp. 84-88, (2005)
  • [8] Tanaka H., Tsutsumi A., Combined effects of strain rate and temperature on consolidation behavior of clayey soils, Soils and Foundations, 52, 2, pp. 207-215, (2012)
  • [9] Masin D., Khalili N., A thermo-mechanical model for variably saturated soils based on hypoplasticity, International Journal for Numerical and Analytical Mathematical Geomechanics, 36, pp. 1461-1485, (2012)
  • [10] Alrtimi A., Rouainia M., Manning D.A.C., An improved steady-state apparatus for measuring thermal conductivity of soils, International Journal of Heat and Mass Transfer, 72, pp. 630-636, (2014)