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兰州理工大学 [2]
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长春光学精密机械与物... [1]
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会议论文 [4]
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2014 [2]
2012 [2]
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Analysis of One-dimensional Consolidation of Non-homogeneous Layer with Exponential Flow Law
会议论文
作者:
Zhou, Fengxi
;
He, Yiming
;
Xin, Ying
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浏览/下载:7/0
  |  
提交时间:2019/11/15
Exponential flow law
Non-homogeneous soil
One-dimensional consolidation
Exponential function
Analysis of One-Dimensional consolidation of Non-Homogeneous layer with exponential flow law
会议论文
Hangzhou, China, July 30, 2014 - July 31, 2014
作者:
Zhou, Feng Xi
;
He, Yi Ming
;
Xin, Ying
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浏览/下载:9/0
  |  
提交时间:2020/11/15
Differential equations
Finite difference method
Fluid mechanics
Numerical methods
Shore protection
Compressibility coefficient
Compression coefficients
Excess pore water pressure
Exponential flow laws
Governing differential equations
Non-homogeneous soils
One dimensional consolidation
One-dimension consolidation
Study on the difference between turfy soil and normal peat soil in China (EI CONFERENCE)
会议论文
2011 International Conference on Vibration, Structural Engineering and Measurement, ICVSEM2011, October 21, 2011 - October 23, 2011, Shanghai, China
Yan L.
;
Nie L.
;
Xu K.
;
Su Z. D.
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浏览/下载:29/0
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提交时间:2013/03/25
As the special soil
turfy soil and peat soil in China contained some similar properties with high void ratio
high water content
high organic content
etc. But turfy soil also had properties which difference from peat soil. In this paper
based on the formation of the cause and geological environment and geomorphologic characteristics of geological in the quaternary
took the typical and widespread turfy soil and peat soil regions for example
systematically discussed the material composition and macroscopic and microcosmic structural features
put further research on the physical chemistry mechanical characteristics. Then the come to the conclusion that the essential reason for difference between turfy soil and peat soil were decomposition degree and organic content. The result that worse engineering properties such as higher the moisture content
porosity
compressibility
internal cohesion and the lower specific weight
consolidation coefficient and permeability were due to the lower decomposition degree and higher organic content of turfy soil than peat soil. It can provide reference to the practical projects of turfy soil to distinguish peat soil according to this characteristic. (2012) Trans Tech Publications.
Research and Application on laws of consolidation time calculate in saturated soft clay soil by using vacuum-surcharge combined preloading method
会议论文
Global Conference on Civil, Structural and Environmental Engineering / 3rd International Symp on Multi-field Coupling Theory of Rock and Soil Media and its Applications, China Three Gorges Univ, Yichang, PEOPLES R CHINA, 2012-01-01
作者:
Xu, Pingbo
;
Lu, Shuqiang
;
Zhang, Jitao
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浏览/下载:6/0
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提交时间:2019/12/18
Vacuum-surcharge combined preloading method
saturated soft clay soil
rate of setting
degree of consolidation
the actual need of consolidation time
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