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饱和土与非饱和土固结理论及其联系与差别 被引量:4

The Correlation and Difference of Consolidation Theory Between Saturated Soil and Unsaturated Soil
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摘要 阐述了国内外饱和土与非饱和土的固结理论的研究概况,总结饱和土与非饱和土固结理论的联系与差别,进而探讨非饱和土固结理论所存在的一些特点和困难。 This paper describes the overseas and domestic researches on the consolidation theory of saturated soil and unsaturated soil between which the correlation and difference of consolidation are summarized, further exploring and discussing the properties and difficulties in the consolidation theory of unsaturated soil.
出处 《科技信息》 2010年第3期88-89,共2页 Science & Technology Information
关键词 固结理论 饱和土 非饱和土 Consolidation theory Saturated soil Unsaturated soil
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  • 1陈正汉,谢定义,王永胜.非饱和土的水气运动规律及其工程性质研究[J].岩土工程学报,1993,15(3):9-20. 被引量:88
  • 2陈正汉,王永胜,谢定义.非饱和土的有效应力探讨[J].岩土工程学报,1994,16(3):62-69. 被引量:45
  • 3陈正汉.岩土力学的公理化理论体系[J].应用数学和力学,1994,15(10):901-910. 被引量:16
  • 4蒋彭年.非饱和土工程性质简论[J].岩土工程学报,1989,11(6):39-59. 被引量:33
  • 5钱家欢.土工原理与计算[M].北京:中国水利水电出版社,2000..
  • 6谢定义 陈正汉.非饱和土力学特性的理论与测试[A]..非饱和土理论与实践学术研讨会文集[C].北京:中国土木工程学会土力学及基础工程学会,1992..
  • 7Biot M A. General theory of three-dimensinal consolidation[J]. Journal of Applied Physics. 1994,12(2): 155- 164.
  • 8Scott R F. Principles of soils mechanics[A]. AddisonWesley Publishing Company[M]. [s.l.]: [s.n.], 1963.
  • 9Barden L, Consolidation of compacted and unsaturated clays[J]. Geotechnique, 1965, (3):257-286.
  • 10CHEN Zheng-han(陈正汉), XIE Ding-yi, LU Zou-dian.The consolidation of unsaturated soil[A]. Proceedings of 7th International Conference on Computer Methods and Advances in Geomechanics[C]. Australias: Beer G,Carter J P, eds.[s.l.]: [s.n.] 1991. 1617- 1621.

共引文献52

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  • 1汤明高,许强,黄润秋,戚国庆.滑坡体基质吸力的观测试验及变化特征分析[J].岩石力学与工程学报,2006,25(2):355-362. 被引量:25
  • 2FREDLUND D G,VANAPALLI S K,XING A,et al. Predicting the Shear Strength Function for Unsaturat ed Soils Using the Soil-water Characteristic Curve [C]//TRB. Proceedings of First International Confer- ence on Unsaturated Soils. Paris:TRB, 1995:189- 193.
  • 3FredlundDG RahardjoH 陈仲颐 等译.非饱和土力学[M].北京:中国建筑工业出版社,1997.349-370.
  • 4孙广忠.中国典型滑坡[M].北京:科学出版社,1998.
  • 5黄求顺,张四平,胡岱文.边坡工程[M].重庆:重庆大学出版社,2004.12.
  • 6Mohr O.Welcle Umstande Bedingen Die Elastizitatsgre nze und Den Bruch Eines Materials[J].Zeitschrift des Vereins Deutscher Ingenieure,1900,44:1 524-1 530.
  • 7Ho D Y F,Fredlund D G.A Multi-Stage Triaxial Test for Unsaturated Soil[J].ASTM Geotechnical Testing Journal,1982,5 (1/2):18-25.
  • 8Fredltmd D G.Raharijo H,Soil Mechanics Forunsaturated Soil[M].NewYork:john Wiley and Sons Inc.,1993.
  • 9Bishop A W,Alpan I,Bight G E,et a1.Factor Controlling the Shear,Tren Gth of Partly Saturated Cohesive Soil[S].In ASCE Research Camferen on the Shear Strength of Cohesive Soils.Univ.of Colorado,1960:503-532.
  • 10Bishop A W.Blight GE.Some Aspects of Effective Stress in Saturated and Party Satu-Rated Soil[J].Geotechnique 1963,13(3):177-197.

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