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 35 Issue 11
Turn off MathJax
Article Contents
Abstract
References
Related Articles
BAI Bing, ZHANG Peng-yuan, JIA Ding-yun, JIANG Si-chen. Consolidation effects of a saturated red clay subjected to temperature loading with different amplitudes[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(11): 1972-1978.
Citation: BAI Bing, ZHANG Peng-yuan, JIA Ding-yun, JIANG Si-chen. Consolidation effects of a saturated red clay subjected to temperature loading with different amplitudes[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(11): 1972-1978.
shu

Consolidation effects of a saturated red clay subjected to temperature loading with different amplitudes

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

More Information
  • Received Date: April 27, 2013
  • Published Date: November 19, 2013
    Graphical Abstract
    • Abstract
  • The consolidation effects of a saturated red clay subjected to temperature loading with different amplitudes are studied. The specimens subjected to different confining pressures (i.e., σ3=50, 100, 150, 200 kPa) are firstly consolidated at a primary temperature of 20℃ and then are heated to different higher temperatures (i.e., 40℃, 50℃, 60℃, 70℃ and 80℃) under undrained and drained conditions at the desired temperature. The test results show that the peaks of the pore pressure induced by heating increase with the increase of the amplitudes of the thermal loading, and the ratios of the pore pressure to the confining pressure decrease with the increase of the confining pressure when the temperature of specimens reaches the same desired value, while the pore pressure increases actually. Under drained conditions, the volumetric strain increases with the increase of the amplitudes of thermal loading and decreases as the confining pressure increases. Besides, in the case of the same thermal loading and confining pressures, the thermal consolidation volumetric strains of the red clays are commonly greater than those of a saturated silty clay with low plasticity index.
    • FullText(HTML)
    • References (16)
  • [1]
    CAMAMPANELLA R G, MITCHELL J K. Influence of temperature variation on soil behavior[J]. Journal of Soil Mechanics and Foundation Engineering Division, 1968, 94(3): 709-734.
    [2]
    HUECKEL T, BALDI G. Thermoplasticity of saturated clays: Experimental constitutive study[J]. Journal of Geotechnical Engineering, 1990, 116(12): 1778-1795.
    [3]
    CEKEREVAC C, LALOUI L, VULLIET L. A novel triaxial apparatus for thermo-mechanical testing of soils[J]. Geotechnical Testing Journal, 2005, 28(2): 161-170.
    [4]
    HÜPERS A, KOPF A J. The thermal influence on the consolidation state of underthrust sediments from the Nankai margin and its implications for excess pore pressure[J]. Earth and Planetary Science Letters, 2009, 286: 324-332.
    [5]
    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))
    [6]
    VILLAR M V, GOMEZ-ESPINA R, LLORET A. Experimental investigation into temperature effect on hydro-mechanical behaviours of bentonite[J]. Journal of Rock and Geotechnical Engineering, 2010, 2(1): 71-78.
    [7]
    YILMAZ G. The effects of temperature on the characteristics of kaolinite and bentonite[J]. Scientific Research and Essays, 2011, 6(9): 1928-1939.
    [8]
    MONFARED M, DELAGE P, SULEM J, et al. A new hollow cylinder triaxial cell to study the behavior of geo-materials with low permeability[J]. International Journal of Rock Mechanics and Mining Sciences, 2011, 48: 637-649.
    [9]
    MASIN D, KHALILI N. A thermo-mechanical model for variably saturated soils based on hypoplasticity[J]. International Journal for Numerical and Analytical Mathematical Geomechanics, 2012, 36: 1461-1485.
    [10]
    BURGHIGNOLI A, DESIDERI A. Discussion on volume change of clays induced by heating as observed in consolidation test[J]. Soils and Foundations, 1995, 35(3): 122-124.
    [11]
    GATMIRI B, DELAGE P. A formulation of fully coupled thermal-hydraulic-mechanical behavior of saturated porous media, numerical approach[J]. International Journal for Numerical and Analytical Methods in Geomechanics, 1997, 21(2): 199-225.
    [12]
    CUI Y J. A thermomechanical model for saturated clays[J]. Canadian Geotechnical Journal, 2002, 37(2): 607-620.
    [13]
    ABUEL H M, BERGADO D T, BOUAZZA A, et al. Volume change behaviour of saturated clays under drained heating conditions: experimental results and constitutive modeling[J]. Canadian Geotechnical Journal, 2007, 44(8): 942-956.
    [14]
    姚仰平, 万 征, 杨一帆, 等. 饱和黏土不排水剪切的热破坏[J]. 岩土力学, 2011, 32(9): 2561-2569. (YAO Yang-ping, WAN Zheng, YANG Yi-fan, et al. Thermal failure for saturated clay under undrained condition[J]. Rock and Soil Mechanics, 2011, 32(9): 2561-2569. (in Chinese))
    [15]
    谈云志, 孔令伟, 郭爱国, 等. 压实红黏土的湿化变形试验研究[J]. 岩土工程学报, 2011, 33(3): 483-489. (TAN Yun-zhi, KONG Ling-wei, GUO Ai-guo, et al. Experimental study on wetting deformation of compacted laterite[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(3): 483-489. (in Chinese))
    [16]
    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(10): 1-6. (BAI Bing, CHEN Xing-xin. A test apparatus for the thermal consolidation of saturated soil and its application[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(10): 1-6. (in Chinese))
    • Related Articles

  • Related Articles

    [1]LÜ Xi-lin, PANG Bo, ZHU Chang-gen, ZHANG Jia-feng, XU Ke-feng, MA Quan. Physical model tests on load-sharing characteristics of piles and soils in pile- supported embankment[J]. Chinese Journal of Geotechnical Engineering, 2022, 44(S2): 50-53. DOI: 10.11779/CJGE2022S2011
    [2]YANG Guang-qing, WANG Xin, WANG Xi Zhao, JIN Jin Zhao, ZHANG Chao. Field tests on mechanical behavior of pile-supported embankment in soft soil area[J]. Chinese Journal of Geotechnical Engineering, 2022, 44(11): 2089-2096. DOI: 10.11779/CJGE202211015
    [3]WANG Yi-nan, CHEN Mei-jun. Forms of soil arch in GRPS embankment by catenary method[J]. Chinese Journal of Geotechnical Engineering, 2021, 43(S2): 276-279. DOI: 10.11779/CJGE2021S2064
    [4]JIANG Yan-bin, HE Bin, QIAN Ya-jun, WANG Zhang-chun, HE Ning. Deformation of centrifugal modelling process of piled embankments[J]. Chinese Journal of Geotechnical Engineering, 2020, 42(S2): 185-189. DOI: 10.11779/CJGE2020S2033
    [5]XU Chao, ZHANG Xing-ya, HAN Jie, YANG Yang. Trapdoor model tests on impact of loading conditions on soil arching effect[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(4): 726-732. DOI: 10.11779/CJGE201904016
    [6]FU Hai-ping, ZHENG Jun-jie, LAI Han-jiang. Discrete element analysis of the development and evolution of “soil arching” within a piled embankment[J]. Chinese Journal of Geotechnical Engineering, 2017, 39(11): 2050-2057. DOI: 10.11779/CJGE201711013
    [7]FANG Ying-guang, HOU Ming-xun, GU Ren-guo, CHEN Ping. Visual analysis of initiation of soil arching effect in piled embankments[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(9): 1678-1684. DOI: 10.11779/CJGE201509016
    [8]FEI Kang, CHEN Yi, WANG Jun-jun. Experimental study on influence of reinforcing modes on behavior of piled embankment[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(12): 2312-2317.
    [9]LI Zhong-cheng, LIANG Zhi-rong. Soil arching effect and calculation model for soil pressures of passive piles[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(zk1): 106-111.
    [10]CAO Weiping, CHEN Renpeng, CHEN Yunmin. Experimental investigation on soil arching in piled reinforced embankments[J]. Chinese Journal of Geotechnical Engineering, 2007, 29(3): 436-441.
    • Supplements (0)

Catalog

    Get Citation
    PDF
    XML
    Article views PDF downloads 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