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CONSTRUCTION TECHNOLOGY OF PERMEABLE RIB DOUBLE-ARCH TUNNEL
会议论文
Xian, PEOPLES R CHINA, DEC 12-13, 2015
作者:
Song, Ruijun
;
Yu, Fei
;
Chen, Shanxiong
;
Chen, Xiuhe
;
Wang, Fei
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  |  
浏览/下载:12/0
  |  
提交时间:2018/06/05
permeable rib double-arch tunnel
tunnel adjacent to mountain
construction method
bias voltage
surrounding rock 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
  |  
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.
THEORETICAL AND EXPERIMENTAL STUDY ON UNCONSOLIDATED - ISOLATION STRUCTURE AND UNCONSOLIDATED BEARING
会议论文
12th International Symposium on Structural Engineering (ISSE-12), 2012-11-17
作者:
Liu, Wenguang[1]
;
He, Wenfu[2]
;
Yang, Qiaorong[3]
;
Wei, Lusun[4]
;
Guo, Yan[5]
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  |  
浏览/下载:2/0
  |  
提交时间:2019/04/30
Tapered bearings
Non-consolidation
Viscoelastic material
Static tests
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
  |  
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
The compression behavior of contaminated clay under coupled temperature and chemical solution
会议论文
2012 Global Conference on Civil, Structural and Environmental Engineering, GCCSEE 2012 and the 3rd International Symposium on Multi-field Coupling Theory of Rock and Soil Media and Its Applications, MCTRSM 2012, Yichang, China, October 20, 2012 - October 21, 2012
作者:
Lu, Haijun*
;
Shu, Baozhan
;
Tao, Quan
;
Guo, Yilin
;
Cao, Yue
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  |  
浏览/下载:2/0
  |  
提交时间:2019/12/27
Contaminated soil
chemical solution
compression modulus
consolidation coefficient
Experimental study on mechanism for self-weight consolidation of the red mud tailings placed in the karsts
会议论文
2011 International Conference on Civil Engineering and Transportation, ICCET 2011, October 14, 2011 - October 16, 2011
作者:
Ou, Xiaoduo
;
Yang, Jianwei
;
Yin, Xiantai
;
Liao, Youfang
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  |  
浏览/下载:1/0
  |  
提交时间:2019/12/31
固结计算中接触面渗流问题的模拟
会议论文
第15届全国结构工程学术会议论文集(第Ⅰ册), Proceedings of the Fifteenth National Conference on Structural Engineering(No.Ⅰ), 第15届全国结构工程学术会议, The Fifteenth National Conference on Structural Engineering, 中国河南焦作, CNKI, 中国力学学会工程力学编辑部
介玉新
;
许延春
;
李广信
;
Jie Yuxin
;
Xu Yanchun
;
Li Guangxin
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  |  
浏览/下载:2/0
Simplified dynamic finite-element analysis for three-dimensional pile-grouped-raft-high-rise buildings
会议论文
Key Engineering Materials, 613-619, 2009
作者:
Xiong, Hui
;
Shang, Shou-Ping
;
Huang, Liang
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  |  
浏览/下载:0/0
  |  
提交时间:2020/01/13
Piles
Boundary element method - Buildings - Consolidation - Dynamic analysis - Dynamic response - Earthquakes - Finite element method - Geotechnical engineering - Method of moments - Nonlinear analysis - Programming theory - Quality control - Radiation effects - Seismology - Soil structure interactions - Soils - Structural analysis - Structural design - Structural dynamics - Structural members - Tall buildings - Three dimensional - Time domain analysis
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