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LABORATORY STUDY ON CRACKS IN SATURATED SANDS 被引量:3

LABORATORY STUDY ON CRACKS IN SATURATED SANDS
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摘要 It has been reported([1]) that when a loosely packed column of saturated sand in a vertical cylindrical container is shock loaded axially by dropping to the floor, large horizontal cracks initiate, grow and eventually fade away in the sand as it settles under gravity. This paper shows that a similar phenomenon can also be observed when shock loading is replaced by forcing water to percolate upward through the sand column. It is believed that our result sheds further light on the physics of formation of these cracks. It has been reported([1]) that when a loosely packed column of saturated sand in a vertical cylindrical container is shock loaded axially by dropping to the floor, large horizontal cracks initiate, grow and eventually fade away in the sand as it settles under gravity. This paper shows that a similar phenomenon can also be observed when shock loading is replaced by forcing water to percolate upward through the sand column. It is believed that our result sheds further light on the physics of formation of these cracks.
出处 《Acta Mechanica Sinica》 SCIE EI CAS CSCD 2000年第1期48-54,共7页 力学学报(英文版)
基金 The project supported by the National Natural Science Foundation of China(19832010) by the Chinese Academy of Sciences(KJ952-S1-202)
关键词 saturated sand IMPACT steady drive CRACK liquefaction index saturated sand impact steady drive crack liquefaction index
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  • 1孟祥跃,张均锋,俞善炳,谈庆明.冲击载荷下饱和砂土中孔隙水压力的变化及其与液化密实的关系[J].岩土工程学报,1999,21(3):263-267. 被引量:16
  • 2张均锋,孟祥跃,俞善炳,谈庆明,郑哲敏.冲击载荷下饱和砂土渗流和破坏的实验研究[J].力学学报,1999,31(2):230-237. 被引量:19
  • 3Veyera GE,Charlie WA.Liquefaction of shock loaded saturated sand. Soil Dynamics and Liquefaction, Computational Mechanics Publications . 1987
  • 4Studer J,Kok L.Blast-induced excess porewater pressure and liquefaction-experience and application. International Symposium on Soils under Cyclic and Transient Loading . 1980
  • 5Bolton JB,,Durnford DS,Charlie WA.One-dimensional shock and quasi-static liquefaction of silt and sand. J of the Geotechnical Engineering Division . 1994
  • 6Charlie WA,Veyera GE.Explosive induced porewater pressure increases. Proceedings of the 11th International Conference on Soil Mechanics and Foundation Engineering . 1985

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共引文献29

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  • 1钱学森.技术科学中的方法论问题[J].自然辩证法通讯,1957(1):33-34. 被引量:36
  • 2郑哲敏,周恒,张涵信,黄克智,白以龙.21世纪初的力学发展趋势[J].力学进展,1995,25(4):433-441. 被引量:44
  • 3郑哲敏.谈谈应用力学[J].力学与实践,1995,17(1):1-3. 被引量:12
  • 4丁晓良,俞善炳,丁雁生,寇绍全,谈庆明,郑哲敏.煤在瓦斯渗流作用下持续破坏的机制[J].中国科学(A辑),1989,20(6):600-607. 被引量:21
  • 5Xiaobing Lu Zhemin Zheng Yongren Wu.Formation mechanism of cracks in saturated sand[J].Acta Mechanica Sinica,2006,22(4):377-383. 被引量:2
  • 6Kokusho T.Water film in liquefied sand and its effect on lateral spread. Jounral of Geotechnical and Geoenvironmental Engineering . 1999
  • 7Malvick E. J,Kutter B. L,Boulanger R. W.Postshaking shear strain localization in a centrifuge model of a satuarted sand slope. Jounral of Geotechnical and Geoenvironmental Engineering, ASCE . 2008
  • 8Malvick E. J,Kutter B. L,Boulanger R. W,Kulasingam R.Shear localization due to liquefaction-induced void redistribution in a layered infinite slope. Jounral of Geotechnical and Geoenvironmental Engineering, ASCE . 2006
  • 9Kokusho T.Water film in liquefied sand and its effect on lateral spread. Jounral of Geotechnical and Geoenvironmental Engineering . 1999
  • 10Scott R. F.Solidification and consolidation of a liquefied sand column. Soils and Foundations . 1986

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