×
验证码:
换一张
忘记密码?
记住我
CORC
首页
科研机构
检索
知识图谱
申请加入
托管服务
登录
注册
在结果中检索
科研机构
兰州理工大学 [11]
山东大学 [2]
成都山地灾害与环境研... [1]
上海应用物理研究所 [1]
高能物理研究所 [1]
中国科学院大学 [1]
更多...
内容类型
期刊论文 [14]
会议论文 [3]
发表日期
2019 [1]
2015 [2]
2014 [1]
2013 [2]
2011 [1]
2009 [2]
更多...
学科主题
Physics [1]
×
知识图谱
CORC
开始提交
已提交作品
待认领作品
已认领作品
未提交全文
收藏管理
QQ客服
官方微博
反馈留言
浏览/检索结果:
共17条,第1-10条
帮助
已选(
0
)
清除
条数/页:
5
10
15
20
25
30
35
40
45
50
55
60
65
70
75
80
85
90
95
100
排序方式:
请选择
作者升序
作者降序
题名升序
题名降序
发表日期升序
发表日期降序
提交时间升序
提交时间降序
X-ray three-dimensional imaging based on light field imaging technology
期刊论文
ACTA PHYSICA SINICA, 2019, 卷号: 68, 期号: 2, 页码: —
作者:
Qi, JC
;
Liu, B
;
Chen, RC
;
Xia, ZD
;
Xiao, TQ
收藏
  |  
浏览/下载:54/0
  |  
提交时间:2019/12/30
STEREO
ARRAY
Mechanism of formation of sliding ground fissure in loess hilly areas caused by underground mining
期刊论文
矿业科学技术学报, 2015, 卷号: 25, 期号: 4, 页码: 553-558
作者:
Liu Hui
;
Deng Kazhong
;
Lei Shaogang
;
Bian Zhengfu
收藏
  |  
浏览/下载:3/0
  |  
提交时间:2019/12/17
Circular sliding
Landslide stability
Loess hilly area
Mechanical model
Slice method
Sliding ground fissure
Mechanism of formation of sliding ground fissure in loess hilly areas caused by underground mining
期刊论文
International Journal of Mining Science and Technology, 2015, 期号: 04, 页码: 553-558
作者:
Liu Hui
;
Deng Kazhong
;
Lei Shaogang
;
Bian Zhengfu
收藏
  |  
浏览/下载:2/0
  |  
提交时间:2019/12/17
Loess hilly area
Sliding ground fissure
Mechanical model
Landslide stability
Circular sliding
Slice method
Sensitivity analysis of design parameters of soil-nailing and prestressed anchor structure for deep excavations
期刊论文
Yantu Gongcheng Xuebao/Chinese Journal of Geotechnical Engineering, 2014, 卷号: 36, 页码: 106-112
作者:
Zhou, Yong
;
Zhang, Lei
收藏
  |  
浏览/下载:6/0
  |  
提交时间:2020/11/14
Anchorages (concrete construction)
Excavation
Finite difference method
Geotechnical engineering
Piles
Safety factor
Sensitivity analysis
Soil mechanics
Soils
Supports
Deep excavation
Design parameters
Pre-stressed anchor
Rock and soil mechanics
Sensitivity
Stability analysis of composite soil-nailing wall with prestressed anchors
期刊论文
Yantu Gongcheng Xuebao/Chinese Journal of Geotechnical Engineering, 2013, 卷号: 35, 期号: SUPPL.2, 页码: 325-329
作者:
Hui, Chen-Yi
;
Zhu, Yan-Peng
;
Ye, Shuai-Hua
收藏
  |  
浏览/下载:2/0
  |  
提交时间:2020/11/14
Anchorages (concrete construction)
Convergence of numerical methods
Genetic algorithms
Geotechnical engineering
Safety factor
Soils
Supports
Composite soil nailing
Composite soil-nailing walls
Geometric relationships
Limit equilibrium theory
Most dangerous slip surfaces
Parabola
Slip surfaces
Soil nailing structures
Analysis of the reliability of soil nailing supporting structure
会议论文
作者:
Hui, Chenyi
;
Zhu, Yanpeng
收藏
  |  
浏览/下载:9/0
  |  
提交时间:2019/11/15
Soil nailing supporting structure
Limit State
Safety Factor
Reliability
Study on dynamic stability of grillage flexible slope supporting structure with prestressed anchors under rainfall infiltration
会议论文
作者:
Zhou, Yong
;
Zhu, Yanpeng
收藏
  |  
浏览/下载:11/0
  |  
提交时间:2020/11/15
Anchorages (concrete construction)
Anchors
Computation theory
Infiltration
MATLAB
Rain
Safety factor
Sediments
Slope protection
Soils
Stability
Computational program
Dynamic analysis models
Pre-stressed anchor
Rainfall infiltration
Slope engineering
Stability of slopes
Stability safety factor
Supporting structure
Stability calculation method of a soil side-slope protected by soil nailing under earthquake
期刊论文
Zhendong yu Chongji/Journal of Vibration and Shock, 2009, 卷号: 28, 期号: 3, 页码: 119-124
作者:
Dong, Jian-Hua
;
Zhu, Yan-Peng
收藏
  |  
浏览/下载:0/0
  |  
提交时间:2022/02/17
Computation theory
Genetic algorithms
Object oriented programming
Seismology
Soils
Supports
Horizontal slice method
Pseudostatic method
Seismic stability
Side slope
Soil-nailing
Stability calculation method of a soil side-slope protected by soil nailing under earthquake
期刊论文
Zhendong yu Chongji/Journal of Vibration and Shock, 2009, 卷号: 28, 期号: 3, 页码: 119-124
作者:
Dong, Jian-Hua
;
Zhu, Yan-Peng
收藏
  |  
浏览/下载:16/0
  |  
提交时间:2020/11/14
Computation theory
Genetic algorithms
Object oriented programming
Seismology
Soils
Supports
Horizontal slice method
Pseudostatic method
Seismic stability
Side slope
Soil-nailing
Experiment and analysis of slope failure of debris-flow fans
会议论文
4th International Conference on Debris-Flow Hazards Mitigation - Mechanics, Prediction, and Assessment, Chengdu, PEOPLES R CHINA, 2007-09-10~13
作者:
Zhu Y. Y.(朱颖彦)
;
Cui P(崔鹏)
收藏
  |  
浏览/下载:8/0
  |  
提交时间:2010/12/02
debris flow fan
slope failure
field experiment
stability analysis
©版权所有 ©2017 CSpace - Powered by
CSpace