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夯实水泥土的非线性应力—应变关系试验研究

Test Research on Nonlinear Stress-strain Relationship of Rammed Soil-cement
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摘要 探讨了在不同围压下水泥土的破坏规律,研究了反复加荷—卸荷条件下水泥土的非线性应力—应变关系曲线,并指出水泥土的应力—应变关系具有记忆性。 This article Discusses the destructive regularity under the different ambient pressure of the rammed soil-cement and Studies the nonlinear stress-strain relationship of th rammed soil-cement earth in the condition of cyclic loading-unloading.At the same time, the paper indicats that the nonlinear relationship has the quality of memory.
出处 《北京工业职业技术学院学报》 2007年第2期15-17,共3页 Journal of Beijing Polytechnic College
关键词 夯实水泥土 非线性应力-应变 围压 加荷-卸荷 rammed soil-cement nonlinear stress-strain ambient pressure cyclic loading-unloading
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  • 7JACOB J B, ESTERHUIZEN GM, FILZ J M. Dun can, constitutive behavior of geosynthetic interfaces[J]. Journal of G eotechnical and Geoenvironmental Engineering,2001,127 ( 10 ) :28 - 32.
  • 8FILZ G M, JACOBJ B, ESTERHUIZENJ M. Dun can, progressive failure of lined waste impoundments [J]. Journal of Geotechnical and GeoenvironmentalEngineering, 2001,127(10) :56 -60.
  • 9KONDNER R L. Hyperbolic stress strain response: Cohesive soils [J]. Soil Mech Found Div, 1963,89: 23 - 28.
  • 10DUNCAN J M, CHANG C Y. Non-linear analysis of stress and strain in soils [ J ]. Soil Mech Found Div, 1967,93:128 - 132.

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