Volume 10 Issue 4
Apr.  2011
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GONG Shiliang. 2002: THE MICROSCOPIC CHARACTERISTICS OF SHANGHAI SOFT CLAY AND ITS EFFECT ON SOIL MASS DEFORMATION AND LAND SUBSIDENCE. JOURNAL OF ENGINEERING GEOLOGY, 10(4): 378-384.
Citation: GONG Shiliang. 2002: THE MICROSCOPIC CHARACTERISTICS OF SHANGHAI SOFT CLAY AND ITS EFFECT ON SOIL MASS DEFORMATION AND LAND SUBSIDENCE. JOURNAL OF ENGINEERING GEOLOGY, 10(4): 378-384.

THE MICROSCOPIC CHARACTERISTICS OF SHANGHAI SOFT CLAY AND ITS EFFECT ON SOIL MASS DEFORMATION AND LAND SUBSIDENCE

  • Received Date: 2002-04-01
  • Rev Recd Date: 2002-06-04
  • Publish Date: 2002-12-15
  • A large volume of analysis of grain size, aggregate components, pore size and distribution before and after consolidation, and micro-structure and pore solution composition and exchangeable cations of soft clay in Shanghai was conducted. The possible effect of the pore size variation with consolidation and artificial injection is discussed. And the effect of microscopic characteristics of soft clay on consolidation and deformation of soil mass is depicted from physico-chemical theory. At last, in this paper a new ideas of controll on consolidation and deformation of soft clay is presented.
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