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山东大学 [8]
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期刊论文 [24]
会议论文 [3]
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Monitoring and engineering geology analysis of the Zhangmu landslide in Tibet, China
期刊论文
BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT, 2017, 卷号: 76, 期号: 3, 页码: 855-873
作者:
Ma, Fengshan
;
Li, Zhanlu
;
Wang, Jie
;
Ding, Kuo
收藏
  |  
浏览/下载:19/0
  |  
提交时间:2017/11/24
Zhangmu landslide
Monitoring
ESR dating
Tracer experiment
Underground displacement
Surface displacement
Monitoring and engineering geology analysis of the Zhangmu landslide in Tibet, China
期刊论文
BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT, 2017, 卷号: 76, 期号: 3, 页码: 855-873
作者:
Ma, Fengshan
;
Li, Zhanlu
;
Wang, Jie
;
Ding, Kuo
收藏
  |  
浏览/下载:78/0
  |  
提交时间:2017/09/14
Zhangmu Landslide
Monitoring
Esr Dating
Tracer Experiment
Underground Displacement
Surface Displacement
Field monitoring of splitting failure for surrounding rock masses and applications of energy dissipation model
期刊论文
GEOMECHANICS AND ENGINEERING, 2017, 卷号: 12, 期号: 4, 页码: 595-609
作者:
Wang, Zhi-shen
;
Li, Yong
;
Zhu, Wei-shen
;
Xue, Yi-guo
;
Jiang, Bei
收藏
  |  
浏览/下载:4/0
  |  
提交时间:2019/12/12
high geostress
underground cavern group
splitting failure
in-situ
monitoring
energy dissipation
opening displacement
固溶时间对镍基单晶高温合金中Re,Ru元素分布和微观形貌的影响
期刊论文
2016, 2016
李宪
;
张晓娜
;
于潇翔
;
王崇愚
;
于涛
;
张泽
;
LI Xian
;
ZHANG Xiao-na
;
YU Xiao-xiang
;
WANG Chong-yu
;
YU Tao
;
ZHANG Ze
收藏
  |  
浏览/下载:4/0
Displacement measurement techniques and numerical verification in 3D geomechanical model tests of an underground cavern group
期刊论文
TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY, 2016, 卷号: 56, 页码: 54-64
作者:
Zhang, Q. B.
;
He, L.
;
Zhu, W. S.
收藏
  |  
浏览/下载:18/0
  |  
提交时间:2018/06/05
Underground cavern group
Geomechanical model test
Displacement measurement
Numerical simulation
Discontinuous deformation analysis (DDA)
Mining-induced ground deformation in tectonic stress metal mines: A case study
期刊论文
ENGINEERING GEOLOGY, 2016, 卷号: 210, 页码: 212-230
作者:
Xia, Kaizong
;
Chen, Congxin
;
Fu, Hua
;
Pan, Yucong
;
Deng, Yangyang
收藏
  |  
浏览/下载:11/0
  |  
提交时间:2018/06/05
Underground mining
Ground deformation
Time-displacement curve
Horizontal to vertical displacement ratio
In situ stress
Structural plane
Displacement measurement techniques and numerical verification in 3D geomechanical model tests of an underground cavern group
期刊论文
TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY, 2016, 卷号: 56, 页码: 54-64
作者:
Zhang, Q. B.
;
He, L.
;
Zhu, W. S.
收藏
  |  
浏览/下载:4/0
  |  
提交时间:2019/12/16
Underground cavern group
Geomechanical model test
Displacement
measurement
Numerical simulation
Discontinuous deformation analysis
(DDA)
Effects of dewatering on adjacent underground pipelines during excavation of deep foundation pit at a metro station in Lanzhou
期刊论文
Yantu Gongcheng Xuebao/Chinese Journal of Geotechnical Engineering, 2014, 卷号: 36, 页码: 495-499
作者:
Zhou, Yong
;
Wei, Song-Qi
;
Zhu, Yan-Peng
收藏
  |  
浏览/下载:0/0
  |  
提交时间:2022/02/17
Dewatering
Excavation
Finite element method
Foundations
Geotechnical engineering
Subway stations
Subways
Water pipelines
Deep foundation pit
Design and construction
Displacement
During excavations
Excavation process
Three dimensional finite element model
Underground pipeline
Underground pipes
Effects of dewatering on adjacent underground pipelines during excavation of deep foundation pit at a metro station in Lanzhou
期刊论文
Yantu Gongcheng Xuebao/Chinese Journal of Geotechnical Engineering, 2014, 卷号: 36, 页码: 495-499
作者:
Zhou, Yong
;
Wei, Song-Qi
;
Zhu, Yan-Peng
收藏
  |  
浏览/下载:6/0
  |  
提交时间:2020/11/14
Dewatering
Excavation
Finite element method
Foundations
Geotechnical engineering
Subway stations
Subways
Water pipelines
Deep foundation pit
Design and construction
Displacement
During excavations
Excavation process
Three dimensional finite element model
Underground pipeline
Underground pipes
Analysis of circular concrete-filled steel tube (CFT) support in high ground stress conditions
期刊论文
TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY, 2014, 卷号: 43, 页码: 41-48
作者:
Chang, Xu
;
Luo, Xulin
;
Zhu, Changxing
;
Tang, Chunan
收藏
  |  
浏览/下载:3/0
  |  
提交时间:2019/12/09
CFT support
Load-displacement responses
Contact characteristics
Underground structure
High ground stress
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