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 41 Issue 10
Turn off MathJax
Article Contents
Abstract
References
DENG Yue-bao, WANG Tian-yuan, KONG Gang-qiang. Consolidation theory for saturated ground considering temperature effects[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(10): 1827-1835. DOI: 10.11779/CJGE201910006
Citation: DENG Yue-bao, WANG Tian-yuan, KONG Gang-qiang. Consolidation theory for saturated ground considering temperature effects[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(10): 1827-1835. DOI: 10.11779/CJGE201910006
shu

Consolidation theory for saturated ground considering temperature effects

  • 1. Institute of Geotechnical Engineering, Ningbo University, Ningbo 315211, China;
    2. Key Laboratory of Geomechanics and Embankment Engineering, Hohai University, Ministry of Education, Nanjing 210098, China

More Information
  • Received Date: February 17, 2019
  • Published Date: October 24, 2019
    Graphical Abstract
    • Abstract
  • The consolidation theory considering temperature effect (heating) is one of the research topics that are of great concern in geotechnical engineering today. It has its application background in thermal energy geo-structure, nuclear waste disposal and thermal ground treatment technology and so on. Aiming at overcoming the shortcomings of the existing thermal consolidation researches, the formulas for calculating the consolidation settlement, excess pore water pressure and degree of consolidation are presented on the basis of coupling the temperature effects on soil consolidation behavior and pore water pressure. The rationality of different expressions is discussed according to an example. The model tests on soft ground and vertical drained ground coupling with heating are carried out. The accuracy of the proposed method is checked through the comparison between the theoretical and measured results. The method can be used to analyze the rebound and settlement of saturated ground and the raise and dissipation of the excess pore water pressure under loading and heating. Thus the traditional classical consolidation theory is expanded and it may provide a theoretical basis for the analysis of the geotechnical problems involving heating.
    • FullText(HTML)
    • References (26)
  • [1]
    TERZAGHI K, PECK R, MESRI G.Soil mechanics in engineering practice[M]. 3rd ed. New York: Wiley-Inter, 1996.
    [2]
    邓岳保. 竖井地基固结解析理论与有限元分析[D]. 杭州:浙江大学, 2013.
    (DENG Yue-bao.Analytical theory and finite element analysis of soft soils by vertical drain[D]. Hangzhou: Zhejiang University, 2013. (in Chinese))
    [3]
    陶海冰. 热流固作用下软土静动力学特性及应用[D]. 杭州: 浙江大学, 2015.
    (TAO Hai-bing.The thermo-hydro- mechanical effect on static and dynamic properties of soft soil and its application[D]. Hangzhou: Zhejiang University, 2015. (in Chinese))
    [4]
    吕塞·拉卢伊, 何莉塞·迪·唐纳. 能源地下结构[M]. 孔纲强, 译. 北京: 中国建筑工业出版社, 2016.
    (LALOUI L, DI DONNA A.Energy geostructures: innovation in underground engineering[M]. KONG Gang-qiang, tran. Beijing: China Architecture & Building Press, 2016. (in Chinese))
    [5]
    王宽君. 软土性状的温度效应[D]. 杭州: 浙江大学, 2017.
    (WANG Kuan-jun.Time dependent behavior of soft soils[D]. Hangzhou: Zhejiang University, 2017. (in Chinese))
    [6]
    ABUEL-NAGA H M, BERGADO D T, CHAIPRAKAIKEOW S. Innovative thermal technique for enhancing the performance of prefabricated vertical drain system[J]. Geotextiles and Geomembranes, 2006, 24(6): 359-370.
    [7]
    POTHIRAKSANON C, BERGADO D T, ABUEL-NAGA H M. Full scale embankment consolidation test using prefabricated vertical thermal drains[J]. Soils and Foundations, 2010, 50(5): 579-588.
    [8]
    ARTIDTEANG S, BERGADO D T, SAOWAPAKPIBOON J, et al.Enhancement of efficiency of prefabricated verticaldrains using surcharge, vacuum and heat preloading[J]. Geosynthetics International, 2011, 18(1): 35-47.
    [9]
    BIOT M A.Thermo elasticity and irreversible thermodynamics[J]. Journal of Applied Physics, 1956, 27(3): 240-253.
    [10]
    LALOUI L, CEKEREVAC C.Numerical simulation of the non-isothermal mechanical behaviour of soils[J]. Computers and Geotechnics, 2008, 35(5): 729-745.
    [11]
    傅少君, 吴秋军, 黄振科. 考虑温度效应的固结问题有限元分析[J]. 土木工程学报, 2009, 42(1): 95-100.
    (FU Shao-jun, WU Qiu-jun, HUANG Zhen-ke.Finite element analysis of thermal consolidation[J]. China Civil Engineering Journal, 2009, 42(1): 95-100. (in Chinese))
    [12]
    郭志光, 白冰. 描述饱和土热固结过程的一个非线性模型及数值分析[J]. 岩土工程学报, 2018, 40(11): 2061-2067.
    (GUO Zhi-guang, BAI Bing. Nonlinear model and numerical simulation of thermal consolidation process of saturated soils[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(11): 2061-2067. ( in Chinese))
    [13]
    陶海冰, 刘干斌, 谢康和, 等. 竖井地基热排水固结本构模型及试验验证[J]. 岩土工程学报, 2015, 37(6): 1077-1085.
    (TAO Hai-bing, LIU Gan-bing, XIE Kang-he, et al.A constitutive model for thermal consolidation with vertical drains and its experimental verification[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(6): 1077-1085. (in Chinese))
    [14]
    吴瑞潜, 谢康和, 沈建明. 地表温度周期波动的饱和土一维热固结解析解[J]. 工业建筑, 2010, 40(8): 86-90.
    (WU Rui-qian, XIE Kang-he, SHEN Jian-ming.Analytical solutions of one-dimensional thermal consolidation of saturated soil under periodic fluctuation of surface temperature[J]. Industrial Construction, 2010, 40(8): 86-90. (in Chinese))
    [15]
    LIU Q, DENG Y B, WANG T Y.One-dimensional nonlinear consolidation theory for soft ground considering secondary consolidation and the thermal effect[J]. Computers and Geotechnics, 2018, 104: 22-28.
    [16]
    郭华, 刘干斌, 郑荣跃, 等. 基于Merchant模型的饱和土体热固结理论研究[J]. 岩石力学与工程学报, 2018, 37(6): 1489-1495.
    (GUO Hua, LIU Gan-bin, ZHENG Rong-yue, et al.Thermal consolidation theory of saturated soils based on Merchant model[J]. Chinese Journal of Rock Mechanics and Engineering, 2018, 37(6): 1489-1495. (in Chinese))
    [17]
    ABUEL-NAGAH M, LORENZOG A, BERGADOD T.Current state of knowledge on thermal consolidation using prefabricatedvertical drains[J]. Geotechnical Engineering Journal of the SEAGS & AGSSEA, 2013, 44(4): 132-141.
    [18]
    刘干斌, 范高飞, 陶海冰, 等. 竖井地基热排水固结模型试验[J]. 中南大学学报(自然科学版), 2017, 48(2): 448-456.
    (LIU Gan-bin, FAN Gao-fei, TAO Hai-bing, et al.Model test on thermal drainage consolidation of foundation with vertical drain[J]. Journal of Central South University (Science and Technology), 2017, 48(2): 448-456. (in Chinese))
    [19]
    范高飞, 刘干斌, 黎明, 等. 基于非等温管道流竖井地基热排水固结模拟[J]. 岩土力学, 2015, 36(增刊1): 614-618.
    (FAN Gao-fei, LIU Gan-bin, LI Ming, et al.Simulation of consolidation by vertical thermal drain based on non-isothermal conduit flow[J]. Rock and Soil Mechanics, 2015, 36(S1): 614-618. (in Chinese))
    [20]
    吴佳辉, 郑荣跃, 刘干斌, 等. 考虑温度效应的单井固结解析解[J]. 水文地质工程地质, 2018, 45(2): 1-6.
    (WU Jia-hui, ZHENG Rong-yue, LIU Gan-bin, et al.Analytical solution for single well consolidation consideringthe temperature effect[J]. Hydrogeology & Engineering Geology, 2018, 45(2): 1-6. (in Chinese))
    [21]
    CEKEREVAC C, LALOUI L.Experimental study of thermal effects on the mechanical behaviour of aclay[J]. International Journal for Numerical and Analytical Methods in Geomechanics, 2004, 28: 209-228.
    [22]
    陈卫忠, 龚哲, 于洪丹, 等. 黏土岩温度-渗流-应力耦合特性试验与本构模型研究进展[J]. 岩土力学, 2015, 36(5): 1217-1238.
    (CHEN Wei-zhong, GONG Zhe, YU Hong-dan, et al.Review of thermo-hydro-mechanical coupled tests and constitutive models of clays[J]. Rock and Soil Mechanics, 2015, 36(5): 1217-1238. (in Chinese))
    [23]
    白冰, 张鹏远, 闫瑜龙, 等. 内外边界施加温度荷载的中空圆柱试样热固结试验[J]. 岩土工程学报, 2015, 37(1): 67-74.
    (BAI Bing, ZHANG Peng-yuan, YAN Yu-long, et al.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. (in Chinese))
    [24]
    杨光昌, 白冰. 考虑超固结效应的不同温度路径下饱和粉质黏土的热固结[J]. 岩土力学, 2018, 39(1): 71-77.
    (YANG Guang-chang, BAI Bing.Thermal consolidation of saturated silty clay considering overconsolidation effect with different heating-cooling paths[J]. Rock and Soil Mechanics, 2018, 39(1): 71-77. (in Chinese))
    [25]
    CAMPANELLA R G, MITCHELL J K.Influence of temperature variations on soil behavior[J]. Journal of Soil Mechanics & Foundations Div, Proceedings of American Society of Civil Engineers, 1968, 94(SM3): 709-734.
    [26]
    邓岳保, 陈菲, 刘铨, 等. 温控软土地基模型试验装置研发及其应用[J]. 水道港口, 2018, 39(2): 223-229.
    (DENG Yue-bao, CHEN Fei, LIU Quan, et al.Development and application of a temperature controlled model test device for soft soil ground[J]. Journal of Waterway and Harbor, 2018, 39(2): 223-229. (in Chinese))
    • Related Articles
  • Supplements (0)

Catalog

    Get Citation
    PDF
    XML
    Article views (393) PDF downloads (336) 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