期刊文献+

考虑土结构性损伤的小应变模型

Practical Small Strain Model Considering Damage in Soil Structure
下载PDF
导出
摘要 结合叠合小应变模型和结构性土的损伤理论,提出了可以考虑土的结构性损伤对小应变下刚度的影响的小应变模型。该模型可作为其他常规土体本构模型的数据接口模型,从而使其他常规本构模型能充分反映土体的小应变特性。通过与实验资料比较分析表明模型可以有效模拟结构性土体的小应变特性。 Combining the small strain overlay model with damage theory,a practical Small strain model for structured soil is developed,which can consider the effect of damage in structured soils on stiffness variation under small strain.This model could be taken as the interface model for other normal elastoplastic constitutive models to take them into account the small strain behavior.Through comparison with the experimental data,it is proved that this modle can simulate effiectively the charactersistics of small strain in structured soil by considering the influence of carious strain histories on soil stiffness.
出处 《西北地震学报》 CSCD 北大核心 2011年第B08期67-70,共4页 Northwestern Seismological Journal
关键词 小应变 叠合小应变模型 土的结构性 本构关系 损伤 Small strain Small strain overlay model Structure of soils Constitutive relations Damage
  • 相关文献

参考文献16

  • 1Jardine R J, Symes M J, Burland J B. The measurement of soil stiffness in the triaxial apparatus[J]. Geotechnique,1984,34(3): 323-340.
  • 2Mair R J. Developments in geotechnical engineering research: Application to tunnels and deep excavations [C]//Proc., Instn. Civ. Engrs.,London, 1993,93(Feb):27-41.
  • 3Burland J B. Ninth Lattrits Bjerrum memorial lecture: 'Small i: beautiful '-the stiffness of soils at small strains. Canadian Geoteehnical Joumal [J].Ottawa, 1989,26(4), 499-516.
  • 4Atldnson J H. Non-linear soil stiffness in routine design[J]. Geotechnique,2000,50(5): 487-508.
  • 5汪中卫,王海飙,戚科骏,宰金珉.土体小应变试验研究综述与评价[J].岩土力学,2007,28(7):1518-1524. 被引量:18
  • 6Benz T. Small strain stiffness of soils and its numerical consequences [D], Institute of Geotechnical Engineering, University of Stuttgart,2007.
  • 7Benz T, Vermeer P A, Schwab R. A small strain overlay model[J]. International Journal for Numerical and Analytical Methods in Geomechanics,2009,33:25-44.
  • 8Simpson B. Retaining structures: displacement and design[C]//the 32nd Rankine lecture[A]. Geotechnique, 1992,42(4):541-576, 1992.
  • 9Puzrin A M, Burland J B. Nonlinear model of small strain behaviour of soils [J].Geotechnique 1998,48 (2):217-233.
  • 10M D Bolton, G R Dasari, A M Britto. Putting small strain non-linearity into Modified Cam Clay model. Computer Methods and Advances in Geomechanics, Siriwardane & Zaman (eds) 1994[C]. Rotterdam: Balkema, 1994c:536-542.

二级参考文献75

  • 1沈珠江,江苏力学,1990年,6期
  • 2沈珠江,1989年
  • 3沈珠江,1988年
  • 4沈珠江,岩土工程学报,1987年,9卷,6期,39页
  • 5沈珠江,1984年
  • 6张诚厚,水利水运科技情报,1983年,4期
  • 7Clayton C R I,Heymann G.Stiffness of geomaterials at very small strains[J].Géotechnique,2001,51(3):245-255.
  • 8Jardine R J.Some observations on the kinematic nature of soil stiffness[J].Soils and Foundations,1992,32(2):111-124.
  • 9Auld B.Cross-hole and down-hole Vs by mechanical impulse[J].Journal of Geotechnical Engineering,ASCE,1977,103(12):1 381-1 398.
  • 10Goto S,Tatsuoka F,Shibuya S,et al.A simple gauge for local small strain measurements in laboratory[J].Soils and Foundations,1991,31(1):169-180.

共引文献251

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部