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Volume 36 Issue 4
Dec.  2014
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Article Contents
Mei Fu-liang. INCREMENT-DIMENSIONAL PRECISE INTEGRATION METHOD OF SOLVING CONSOLIDATION EQUATION FOR SATURATION SOIL[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(4): 50-51. doi: 10.13204/j.gyjz200604015
Citation: Mei Fu-liang. INCREMENT-DIMENSIONAL PRECISE INTEGRATION METHOD OF SOLVING CONSOLIDATION EQUATION FOR SATURATION SOIL[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(4): 50-51. doi: 10.13204/j.gyjz200604015

INCREMENT-DIMENSIONAL PRECISE INTEGRATION METHOD OF SOLVING CONSOLIDATION EQUATION FOR SATURATION SOIL

doi: 10.13204/j.gyjz200604015
  • Received Date: 2005-12-17
  • Publish Date: 2006-04-20
  • The consolidation equation for saturation soil is solved by means of increment-dimensional precise integration method.A state equation expressed in displacement is deduced in detail,and the formula of displacement and pore fluid pressure are given.In the end,the results of one-dimensional consolidation settlement show that both its computational preciseness and computational effectiveness are very high.
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