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科研机构
西安交通大学 [5]
西安理工大学 [4]
重庆大学 [2]
内容类型
会议论文 [11]
发表日期
2015 [2]
2013 [4]
2012 [2]
2008 [1]
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Numerical study of the dynamic compaction via DEM
会议论文
作者:
Ma, Zongyuan
;
Liao, Hongjian
;
Ning, Chunming
;
Liu, Lei
收藏
  |  
浏览/下载:4/0
  |  
提交时间:2019/12/02
Bridge foundation
Distinct elements
Dynamic compaction
Dynamic interaction
Gravel soils
Impact compaction
Influence depths
Porosity variations
Numerical study of the dynamic compaction via DEM
会议论文
6th Japan-China Geotechnical Symposium, SJGS 2015, Hokkaido, Japan, 2015-08-31
作者:
Ma, Zongyuan
;
Liao, Hongjian
;
Ning, Chunming
;
Liu, Lei
收藏
  |  
浏览/下载:2/0
  |  
提交时间:2019/12/20
A landslide case along a loess plateau
会议论文
作者:
Zongyuan, Ma
;
Hongjian, Liao
;
Faning, Dang
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  |  
浏览/下载:4/0
  |  
提交时间:2019/12/03
Equilibrium state
Field investigation
Laboratory testing
Loess slopes
Numerical results
Slope stability analysis
Testing study
Three-dimensional model
Influence of Intermediate Principal Stress Effect on Flat Punch Problems
会议论文
作者:
Ma, Zongyuan
;
Liao, Hongjian
;
Dang, Faning
收藏
  |  
浏览/下载:6/0
  |  
提交时间:2019/12/10
Flat punch problem
Metallic materials
Limit pressure
Intermediate principal stress effect
Unified strength theory
Influence of Intermediate Principal Stress Effect on Flat Punch Problems
会议论文
11th Asia-Pacific Conference on Engineering Plasticity and its Applications (AEPA 2012), Singapore, SINGAPORE, 2012-12-05
作者:
Ma, Zongyuan
;
Liao, Hongjian
;
Dang, Faning
收藏
  |  
浏览/下载:3/0
  |  
提交时间:2019/12/20
Flat punch problem
Intermediate principal stress effect
Unified strength theory
Limit pressure
Metallic materials
A Landslide Case along a Loess Plateau
会议论文
4th International Conference on Digital Manufacturing and Automation (ICDMA), Qingdao, PEOPLES R CHINA, 2013-06-29
作者:
Zongyuan, Ma
;
Hongjian, Liao
;
Faning, Dang
收藏
  |  
浏览/下载:1/0
  |  
提交时间:2019/12/20
High loess slope
Slope stability analysis
Testing study
Numerical analysis
Slope Stability Analysis Using Unified Strength Theory
会议论文
作者:
Ma, Zongyuan
;
Liao, Hongjian
;
Yu, Maohong
收藏
  |  
浏览/下载:3/0
  |  
提交时间:2019/12/10
Finite Difference Method
Intermediate Principal Stress
Slope Stability Analysis
Unified Strength Theory
Slope Stability Analysis Using Unified Strength Theory
会议论文
SREE Workshop on Applied Mechanics and Civil Engineering (AMCE), Macau, PEOPLES R CHINA, 2011-12-17
作者:
Ma, Zongyuan
;
Liao, Hongjian
;
Yu, Maohong
收藏
  |  
浏览/下载:2/0
  |  
提交时间:2019/12/20
Slope Stability Analysis
Finite Difference Method
Unified Strength Theory
Intermediate Principal Stress
CALCULATION OF THE ULTIMATE BEARING CAPACITY OF SOIL SLOPE BASED ON THE UNIFIED STRENGTH THEORY
会议论文
作者:
Liao, Hongjian
;
Ma, Zongyuan
;
Su, Lijun
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  |  
浏览/下载:1/0
  |  
提交时间:2019/12/18
Ultimate bearing capacity
Soil slope
Intermediate principal stress
Unified strength theory
CALCULATION OF THE ULTIMATE BEARING CAPACITY OF SOIL SLOPE BASED ON THE UNIFIED STRENGTH THEORY
会议论文
Daejeon, SOUTH KOREA, OCT 20-24, 2008
作者:
Liao, Hongjian[2,3]
;
Ma, Zongyuan[3]
;
Su, Lijun[1]
收藏
  |  
浏览/下载:1/0
  |  
提交时间:2019/11/30
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