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南水北调中线膨胀岩膨胀特性研究 被引量:35

Swelling properties of expansive rock in Middle Route Project of South-to-North Water Diversion
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摘要 对南水北调中线强膨胀岩重塑样进行了膨胀率试验,分析吸湿条件下膨胀岩膨胀变形规律。通过控制应变的广义膨胀力试验,研究了广义膨胀力的影响因素,并推导出广义膨胀力经验公式。膨胀率试验表明,邯郸强膨胀岩的膨胀率与干密度线性正相关,与初始含水率线性负相关。广义膨胀力试验表明:广义膨胀力与干密度和含水率线性相关,随干密度增加、初始含水率降低而增加,反之减小;边界约束对于广义膨胀力的影响显著,膨胀应变的略微增加,广义膨胀力大大降低。 The swelling deformation properties of expansive rock during moisture absorption are studied by means of the expansion ratio tests.Through the swelling force tests,the influential factors are analyzed,and several empirical formula are deduced.According to the expansion ratio tests,the expansive rock has a positive linear correlation with its dry density,and negative linear correlation with its initial water content.The swelling force tests indicate that the general swelling force increases with the dry density and decreases with the initial water content.Moreover,the boundary constraint has significant impact on the general swelling force,and slight increase of expansion strain will cause dramatic decrease of the general swelling force.
出处 《岩土工程学报》 EI CAS CSCD 北大核心 2011年第5期826-830,共5页 Chinese Journal of Geotechnical Engineering
基金 国家"十一五"科技支撑计划重点项目(2006BAB04A10)
关键词 膨胀率 广义膨胀力 南水北调 膨胀应变 expansion ratio general swelling force South-to-North Water Diversion expansion strain
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  • 1刘特洪.工程建设中的膨胀土问题[M].北京:中国建筑工业出版社,1998..
  • 2ARYA ASSADI LANGROUDI, S. SHAHABODDIN YASROBI. A micro-mechanical approach to swelling behavior of unsaturated expansive clays under controlled drainage conditions[J]. Applied Clay Science, 2009, 45:8 - 19.
  • 3HOSSEIN NOWAMOOZ, FARIMAH MASROURI. Volumetric strains due to changes in suction or stress of an expansive bentonite/silt mixture treated with lime[J]. C R Mecanique, 2010, 338:230 - 240.
  • 4AMER A. AL-RAWAS, INGEBORG GUBA, A, MCGOWN. Geological and engineering characteristics of expansive soils and rocks in northern Oman[J]. Engineering Geology, 1998, 50:267 - 281.
  • 5PATRICK CHEGE KARIUKI, FREEK VAN DER MEER. A unified swelling potential index for expansive soils[J]. Engineering Geology, 2004, 72:1 - 8.
  • 6M VICTORIA VILLAR, ANTONIO LLORET. Influence of dry density and water content on the swelling of a compacted bentonite[J]. Applied Clay Science, 2008, 39:38 - 49.
  • 7OLA KARNLAND, SIV OLSSON, Ulf NILSSON, et al. Experimentally determined swelling pressures and geochemical interactions of compacted Wyoming bentonite with highly alkaline solutions[J]. Physics and Chemistry of Earth, 2007, 32:275 - 286.
  • 8WIEBKE BAILLE, SNEHASIS TRIPATHY, TOM SCHANZ. Swelling pressures and one-dimensional compressibility behavior of bentonite at large pressures[J]. Applied Clay Science, 2010, 48:324 - 333.
  • 9廖世文.膨胀土与铁路工程[M].北京:中国铁道出版社,1979.
  • 10周博,陈善雄,余飞,许锡昌.膨胀土膨胀力原位测试方法[J].岩土力学,2008,29(12):3333-3336. 被引量:19

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