Volume 15 Issue 2
Apr.  2011
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SHI Bin, LIU Zhibin, JIANG Hongtao. 2007: HIERARCHICAL DIVISION OF SOIL MASS STRUCTURAL SYSTEM AND ITS ENGINEEING SIGNIFICANCE. JOURNAL OF ENGINEERING GEOLOGY, 15(2): 145-153.
Citation: SHI Bin, LIU Zhibin, JIANG Hongtao. 2007: HIERARCHICAL DIVISION OF SOIL MASS STRUCTURAL SYSTEM AND ITS ENGINEEING SIGNIFICANCE. JOURNAL OF ENGINEERING GEOLOGY, 15(2): 145-153.

HIERARCHICAL DIVISION OF SOIL MASS STRUCTURAL SYSTEM AND ITS ENGINEEING SIGNIFICANCE

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  • Received Date: 2006-09-04
  • Rev Recd Date: 2006-11-08
  • Publish Date: 2007-03-29
  • Research on soil mass structural system is a comprehensive and interdisciplinary fundamental work which is of great theoretical and practical significance. It covers the whole soil mass system from macroscopic soil distribution area down to microscopic particulates from the angle of length scale. According to the principle that soil property changes with its corresponding length scale, soil mass structural system is divided into seven different structural hierarchies from macro to micro scopes in this paper. The significance, contents and research methodology of each hierarchy is explained. After the analysis on scientific meaning of a hierarchical division, several key subjects which will be met with in future research are introduced. Combining soil mechanics and engineering geology together tightly, the hierarchical division of soil mass structural system has not only cleared off some ambiguous understanding during the engineering property research of soil mass, but also laid a firm foundation for comprehensive and systematic research.
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  • [1]  沈珠江.土体结构性的数学模型———21世纪土力学的核心问题
    [J].岩土工程学报,1996,18(1):95~97.Shen Zhujiang.Mathematical modeling of soil structure-the key p roblem of soil mechanics in 21st century.Chinese Journal ofGeotechnical Engineering,1996,18(1):95~97.

    [2]  张咸恭,王思敬,张倬元等著.中国工程地质学
    [M].北京:科学出版社,2000.Zhang Xiangong,Wang Sijing,Zhang Zhuoyuan,et al..China engineering geology.Beijing:Science Press,2000.

    [3]  E.M.谢尔盖耶夫.普通土质学
    [M].北京:地质出版社,1957.СергеевE.M.General soil science.Beijing:Geology Press,1957.

    [4]  Yong R.M..Overview of modeling of clay m icrostructure and interactions for prediction of waste isolation barrier performance.Eng.Geo.l1999,54,83~91.

    [5]  高国瑞.细粒土结构专门术语、概念和分类命名的初步方案
    [J].水文地质工程地质,1986,(1):8~16.Gao Guoru.iThe p rimary scheme of special nomenclature,concep ts and classification for fine soil structure.Hydrogeology and Engineering Geology,1986,(1):8~16.

    [6]  M itchell L.K.Foundamentals of Soil Behavior
    [M].New York:John W iley&Sons Inc.,1976.

    [7]  高大钊,袁聚云主编.土质学与土力学(第三版)
    [M].人民交通出版社,北京,2001.Gao Dazhao,Yuan Juyun.Soil texture and soil mechanics(Third Edition).Beijing:China Communications Press,2001.

    [8]  施斌,姜洪涛,粘性土的微观结构分析技术研究,岩石力学与工程学报,2001,20(6):864~870.Shi B in,J iang Hongtao.Research on the analysis techniques for clayey soil m icrostructure.Chinese Journal of Rock Mechanics and Engineering,2001,20(6):864~870.

    [9]  罗国煜,李生林.工程地质学基础
    [M].南京:南京大学出版社,1992.Luo Guoyu,L i Shenglin.The foundation of engineering geology.Nanjing:Nanjing University Press,1992.

    [10]  蒋建平,章杨松,罗国煜.土体宏观结构面及其对土体破坏的影响
    [J].岩土力学,2002,23(4):482~485.J iang J ianp ing,Zhang Yangsong,Luo Guoyu.Macroscop ical structure p lane and its influence on failure of soil mass.Rock and Soil Mechanics,2002,23(4):482~485.

    [11]  温国炫.膨胀土抗剪强度浅析
    [J].大坝观测与土工测试,1997,21(1):34~42.W en Guoxuan.Superficial analysis on shear strength of expansivesoi.lDam Observation and Geotechnical Tests,1997,21(1):34~42.

    [12]  高国瑞,韩爱民.论中国区域性土的分布和岩土性质的形成
    [J].岩土工程学报,2005,27(5):511~515.Gao Guorui,Han A im in.D istribution of regional soils in China and formation of their special geotechnical p roperties.Chinese Journal of Geotechnical Engineering,2005,27(5):511~515.

    [13]  C.C.维亚洛夫著.土力学的流变原理
    [M].北京:科学出版社,1987.C.C.Вялов.Rheologic p rincip le of soil mechanics.Beijing:Science Press,1987.

    [14]  Batdorf,S.B.and Budiansky,B.,A mathematical theory of slip based on the concep t of slip.NACA TN1871,1949.

    [15]  Cundall,P.A.A computer model for simulating p rogressive,large-scale movements in blocky rock system s.Proceedings of the symposium of the International Society for Rock Mechanics,Nancy,France.1971,1,paper No.II-8.

    [16]  赵锡宏,孙红,罗冠威著,损伤力学
    [M].同济大学出版社,2000.Zhao Xihong,Sun Hong,Luo Guanwe.iDamage soil mechanics.Shanghai:Tongji University Press,2000.

    [17]  施斌.我国工程地质学发展战略的思考
    [J].工程地质学报,2005,13(4):433~437.Shi B in.On development strategy of China engineering geology.Journal of Engineering Geology,2005,13(4):433~437.

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