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

Mei Fu-liang

doi:10.13204/j.gyjz200604015

Volume 36 Issue 4

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2006 > 36(4): 50-51

Tang Jinshu, Han Wentao, Zhang Kun, Chen Gang, Ye Zujun, Zhang Chuan, Fu Jianping. EXPERIMENTAL STUDY OF MECHANICAL BEHAVIORS OF SRC BEAMS UNDER ECCENTRIC TENSION[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(8): 170-174. doi: 10.13204/j.gyjz201508031

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

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

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

doi: 10.13204/j.gyjz200604015

Mei Fu-liang

1.
School of Architectural Engineering,Jiaxing College Jiaxing 314001

Received Date: 2005-12-17
Publish Date: 2006-04-20

Abstract

Abstract

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.
- increment-dimensional precise integration method,
- consolidation equation,
- saturation soil,
- pore water pressure

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References(4)

References

张素英, 邓之辰. 非线性动力方程的增维精细积分法. 计算力学学报, 2003, 20(4): 423-426

顾元宪, 陈飚松, 张洪武. 结构动力方程的增维精细积分法. 力学学报, 2000, 32(4): 447-456

谢康和, 周健. 岩土工程有限元分析理论与应用. 北京: 科学出版社, 2002

钟万勰. 结构动力方程的精细时程积分法. 大连理工大学学报,1994, 34(2): 131-136

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