Advanced Search
  • 全国中文核心期刊
  • 中国科技核心期刊
  • 美国工程索引（EI）收录期刊
  • Scopus数据库收录期刊
Volume 37 Issue 1
Turn off MathJax
Article Contents
Abstract
References
BAI Bing, ZHANG Peng-yuan, YAN Yu-long, QIN Lu-sheng, WANG Ming-liang. Consolidation tests on saturated soils subjected to thermal loading on inner and outer surfaces of hollow cylindrical specimens[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(1): 67-74. DOI: 10.11779/CJGE201501007
Citation: BAI Bing, ZHANG Peng-yuan, YAN Yu-long, QIN Lu-sheng, WANG Ming-liang. Consolidation tests on saturated soils subjected to thermal loading on inner and outer surfaces of hollow cylindrical specimens[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(1): 67-74. DOI: 10.11779/CJGE201501007
shu

Consolidation tests on saturated soils subjected to thermal loading on inner and outer surfaces of hollow cylindrical specimens

  • School of Civil Engineering, Beijing Jiaotong University, Beijing 100044, China

More Information
  • Received Date: March 09, 2014
  • Published Date: January 19, 2015
    Graphical Abstract
    • Abstract
  • An axial thermal consolidation test apparatus suitable for saturated soils is developed. Using this apparatus, thermal loadings can be applied on both the inner and outer surfaces of a hollow cylindrical specimen separately. Thus, the specimen will be subjected to the effect of a gradient temperature along the diameter and also a lateral mechanical loading. This apparatus can be used for some special heating paths and mechanical loading paths. The consolidation of a saturated soil is accomplished, and the thermal loading on the inner and outer boundaries of the specimen is applied by steps alternately. The temperature range is 25℃~75℃, and the lateral pressures are 50, 100, 150, 200 kPa. The results show that the pore pressures and consolidation volumetric strains of the specimens induced by heating steps and various heating orders are very different even under the same state of temperature loading, which actually indicates the obvious influences of heating paths.
    • FullText(HTML)
    • References (25)
  • [1]
    POTHIRAKSANON C, BERGADO A T, ABUEL H M. Full-scale embankment consolidation test using prefabricated vertical thermal drains[J]. Soils and Foundations, 2010, 50(5): 599-608.
    [2]
    CUI Y J, TANG A M. On the chemo-thermo-hydro-mechanical behavior of geological and engineering barriers[J]. Journal of Rock and Geotechnical Engineering, 2013, 5: 169-178.
    [3]
    GHEMBAZA M S, TAIBI S, FLEUREAU J M. Thermo-hydro-mechanical behavior of a sandy clay on isotropic paths[J]. European Journal of Environmental and Civil Engineering, 2014, 18(2): 206-222.
    [4]
    MITCHELL J K, CAMPANELLA R G. Creep studies on saturated clays[C]// Laboratory Shear Testing of Soils: a Symposium, ASTM-NRC. Ottawa, 1963: 90-110.
    [5]
    DEMARS K P, CHARLES R D. Soil volume changes induced by temperature cycling[J]. Canadian Geotechnical Journal, 1982, 19: 188-194.
    [6]
    KUNTIWATTANAKUL P, TOWHATA I, OHISHI K, et al. Temperature effects on undrained shear characteristics on clay[J]. Soils and Foundations, 1995, 35(1): 147-162.
    [7]
    DE Bruyn D, THIMUS J F. The influence of temperature on mechanical characteristics of boom clay: the results of an initial laboratory program[J]. Engineering Geology, 1996, 41(1/2/3/4): 117-126.
    [8]
    WIEBE B, GRAHAM J, TANG G X, et al. Influence of pressure, saturation, and temperature on the behavior of unsaturated sand-bentonite[J]. Canadian Geotechnical Journal, 1998, 35: 194-205.
    [9]
    DELAGE P, SULTAN N, CUI Y J. On the thermal consolidation of Boom clay[J]. Canadian Geotechnical Journal, 2000, 37(4): 343-354.
    [10]
    CEKEREVAC C, LALOUI L, VULLIEF L. A novel triaxial apparatus for thermo-mechanical testing of soils[J]. Geotechnical Testing Journal, 2005, 28(2): 161-170.
    [11]
    白冰, 陈星欣. 一种用于饱和土的热固结试验装置及其应用[J]. 岩土工程学报, 2011, 33(6): 896-900. (BAI Bing, CHEN Xing-xin. Test apparatus for thermal consolidation of saturated soils and its application[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(6): 896-900. (in Chinese))
    [12]
    BAI Bing, SU Zhong-qin. Thermal responses of saturated silty clay during repeated heating-cooling processes[J]. Transport in Porous Media, 2012, 93(1): 1-11
    [13]
    BAI Bing, GUO Lan-jie, HAN Song. Pore pressure and consolidation of saturated silty clay induced by progressively heating/cooling[J]. Mechanics of Materials, 2014, 75: 84-94.
    [14]
    MONFARED M, SULEM J, DELAGE P, et al. Temperature and drainage impact on the permerability of Opalinus clay[J]. Rock Mechanics and Rock Engineering, 2014, 47: 101-110.
    [15]
    PAASWELL R E. Temperature effects on clay soil consolidation[J]. Journal of soil Mechanics and Foundation Engineering Division, 1967, 93(3): 9-22.
    [16]
    TOWHATA I, KUNTIWATTANAKUL P, SEKO I, et al. Volume change of clays induced by heating as observed in consolidation tests[J]. Soils and Foundations, 1993, 33(4): 170-183.
    [17]
    ALEXANDER V, CHARLES J R, ABDALLA E, et al. Impact of the rate of heating on the thermal consolidation of saturated silt[C]// GeoCongress. ASCE, 2012: 4476-4485.
    [18]
    TSUTSUMI A, TANAKA H. Combined effect of strain rate and temperature on consolidation behavior of clayey soils [J]. Soils and Foundations, 2012, 52(2): 207-215.
    [19]
    ROMERO E, LLORET A, GENS A. Development of a new suction and temperature controlled oedometer cell[C]// Proceeding of 1st International Conference on Unsaturated Soils. Paris, 1995: 553-559.
    [20]
    陈正汉, 谢云, 孙树国, 等. 温控土工三轴仪的研制及其应用[J]. 岩土工程学报, 2005, 27(8): 928-933. (CHEN Zheng-han, XIE Yun, SUN Shu-guo, et al. Temperature controlled triaxial apparatus for soils and its application[J]. Chinese Journal of Geotechnical Engineering, 2005, 27(8): 928-933. (in Chinese))
    [21]
    蔡国庆, 赵成刚, 白冰, 等. 温控非饱和土三轴试验装置的研制及其应用[J]. 岩土工程学报, 2012, 34(6): 1013-1019. (CAI Guo-qing, ZHAO Cheng-gang, BAI Bing, et al. A temperature controlled triaxial test systerm for unsaturated soils and its application[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(6): 1013-1019. (in Chinese))
    [22]
    ZHOU C, NG C W W. Experimental study of resilient modulus of unsaturated soil at different temperature[C]// Proceeding of the 18th ICSMGE. Paris, 2013: 1055-1058.
    [23]
    BAI Bing, LI Tao. Solutions for cylindrical cavity in saturated thermoporoelastic medium[J]. Acta Mechanica Solida Sinica, 2009, 22(1): 85-94.
    [24]
    BAI Bing. Thermal response of saturated porous spherical body containing a cavity under several boundary conditions[J]. Journal of Thermal Stresses, 2013, 36(11): 1217-1232.
    [25]
    BAI Bing. Fluctuation responses of saturated porous media subjected to cyclic thermal loading[J]. Computers and Geotechnics, 2006, 33(8): 396-403.
    • Related Articles
  • Supplements (0)

Catalog

    Get Citation
    PDF
    XML
    Article views (340) PDF downloads (354) Cited by()
    Related
    Copyright © 2010 Editorial By Chinese Journal of Geotechnical Engineering 苏ICP备05007122号-11公安联网备案号：32010602011255
    Editorial Office address：34 Hujuguan,Nanjing 210024,ChinaPostal Code：210024Tel：025-85829534，85829556E-mail: ge@nhri.cn

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return