期刊文献+

气候影响下膨胀土开裂的力学分析 被引量:8

Mechanical Analysis on Cracking Behavior of Expansive Soil Due to Climatic Condition
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摘要 采用线弹性断裂力学的方法,针对气候影响下的膨胀土开裂问题,提出了膨胀土开裂深度和裂缝间距的定量表达式,经比较与现场实测结果基本一致。并对开裂深度与泊松比、断裂韧度、基质吸力等土体特性参数的关系进行了详细的论述。 With the method of lineal elastic fracture mechanics, the cracking depth and spacing of expansive soil due to climatic condition are presented according to the site test results. At the same time, the relationship between cracking depth of expansive soil and soil parameters, such as Poisson' s ratio, fracture toughness and matrix suction, are detailed discussed.
出处 《上海地质》 2007年第2期29-32,共4页
关键词 膨胀土 土体开裂 基质吸力 线弹性断裂力学 expansive soil, soil cracking behavior, matrix suction, lineal elastic - fracture mechanics (LEFM)
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参考文献4

  • 1Ritchie, J. T. Kissel, D. E. and Burnett, E.. Water Movement in Unsaturated Swelling Clay Soils [ J ]. J. of the Soil Sci. Soc. of America, 1972, 36: 874-879.
  • 2Lee, Fook- Hou, Kwang- Wei Lo and Seng- Lip Lee. Tension Crack Development in Soils [ J ]. J. of Geotechnical Engineering, ASCE, 1988, 14(8):915 -929.
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二级参考文献8

  • 1Morris P H, Graham J, Williams D J. Cracking in drying soils [J]. Can. Geotech. J., 1992, 29: 263-277.
  • 2Konrad J M, Ayad R. An idealized framework for the analysis of cohesive soils undergoing desiccation[J]. Can.Geotech. J., 1997, 34: 477-488.
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  • 4Ritchie J T, Kissel D E, Bumett E. Water movement in unsaturated swelling clay soils[J]. J. of the Soil Sci. Soc.of America, 1972, 36: 874-879.
  • 5Lee Fook-Hou, Kwang-Wei Lo, Seng-Lip Lee. Tension crack development in soils [J]. J. of Geotechnical Engineering, ASCE, 1988, 14(8): 915-929.
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  • 7姚海林,郑少河,陈守义.考虑裂隙及雨水入渗影响的膨胀土边坡稳定性分析[J].岩土工程学报,2001,23(5):606-609. 被引量:145
  • 8陈善雄,陈守义.考虑降雨的非饱和土边坡稳定性分析方法[J].岩土力学,2001,22(4):447-450. 被引量:178

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