中国科学院机构知识库网格
Chinese Academy of Sciences Institutional Repositories Grid
首页
机构
成果
学者
登录
注册
登陆
×
验证码:
换一张
忘记密码?
记住我
×
校外用户登录
CAS IR Grid
机构
武汉岩土力学研究所 [24]
成都山地灾害与环境... [12]
武汉植物园 [1]
采集方式
OAI收割 [37]
内容类型
期刊论文 [35]
会议论文 [2]
发表日期
2025 [1]
2024 [1]
2023 [1]
2022 [1]
2021 [2]
2020 [2]
更多
学科主题
Geology [1]
岩土力学 [1]
筛选
浏览/检索结果:
共37条,第1-10条
帮助
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
题名升序
题名降序
提交时间升序
提交时间降序
作者升序
作者降序
发表日期升序
发表日期降序
Stability analysis of unsaturated slopes under rainfall and drainage using the vector-sum-based numerical manifold model
期刊论文
OAI收割
COMPUTERS AND GEOTECHNICS, 2025, 卷号: 179, 页码: 22
作者:
Wu, Wenan
;
Yang, Yongtao
;
Jiao, Yuyong
;
Wang, Shanyong
  |  
收藏
  |  
浏览/下载:5/0
  |  
提交时间:2025/06/27
Rainfall-induced slope failure
Unsaturated hydro-mechanics
Safety factor
Vector sum method
Numerical manifold method
Sensitivity analysis of stability of anti-dip rock slope under fluctuating water level in the Three Gorges Reservoir Area
期刊论文
OAI收割
REVISTA INTERNACIONAL DE METODOS NUMERICOS PARA CALCULO Y DISENO EN INGENIERIA, 2024, 卷号: 40, 期号: 1, 页码: 13
作者:
Jiang, Wei
;
Yi, Wu
;
Han, Guodong
;
Chen, Guanxiong
;
Sun, Guanhua
  |  
收藏
  |  
浏览/下载:3/0
  |  
提交时间:2025/06/27
sensitivity analysis
water level fluctuation
anti-dip rock slope
factor of safety
seepage field
cantilever limit equilibrium
model
A Numerical Method for Evaluating the Collapse of High-Steep Scarp Slopes Based on the Bonded Block Model-Discrete Fracture Network Model
期刊论文
OAI收割
SUSTAINABILITY, 2023, 卷号: 15, 期号: 21, 页码: 25
作者:
Sun, Zening
;
Qiu, Shili
;
Yan, Siquan
;
Wang, Zaiquan
  |  
收藏
  |  
浏览/下载:3/0
  |  
提交时间:2025/06/27
high-steep scarp slope
bonded block model-discrete fracture network coupling
safety factor for high-steep scarp slope
collapse risk analysis
Determining the Critical Slip Surface of Slope by Vector Sum Method Based on Strength Reduction Definition
期刊论文
OAI收割
FRONTIERS IN EARTH SCIENCE, 2022, 卷号: 10
作者:
Guo, Mingwei
;
Li, Jiahang
;
Dong, Xuechao
  |  
收藏
  |  
浏览/下载:11/0
  |  
提交时间:2023/08/02
slope stability
vector sum method
genetic algorithm
critical slip surface
safety factor
A stability analysis of rock slopes using a nonlinear strength reduction numerical manifold method
期刊论文
OAI收割
COMPUTERS AND GEOTECHNICS, 2021, 卷号: 129, 页码: 11
作者:
Wang, Haibin
;
Yang, Yongtao
;
Sun, Guanhua
  |  
收藏
  |  
浏览/下载:24/0
  |  
提交时间:2021/05/25
Hoek-Brown failure criterion
Rock slope
Nonlinear strength reduction
Safety factor
Numerical manifold method (NMM)
Evaluation of the stability of vegetated slopes according to layout and temporal changes
期刊论文
OAI收割
JOURNAL OF MOUNTAIN SCIENCE, 2021, 卷号: 18, 期号: 1, 页码: 275-292
作者:
Li, Yun-peng
;
Hu, Chao
;
Jian, Li
;
Zhao, Ran
;
Li, Chen
  |  
收藏
  |  
浏览/下载:33/0
  |  
提交时间:2023/02/28
Plant growth model
Vegetated slope
Slope stability
Safety factor
Assessing the Stability of Rock Slopes with Respect to Block-Flexure Toppling Failure Using a Force-Transfer Model and Genetic Algorithm
期刊论文
OAI收割
ROCK MECHANICS AND ROCK ENGINEERING, 2020, 页码: 13
作者:
Zheng, Yun
;
Chen, Congxin
;
Meng, Fei
;
Zhang, Haina
;
Xia, Kaizong
  |  
收藏
  |  
浏览/下载:22/0
  |  
提交时间:2021/05/25
Rock slope
Block-flexure toppling
Limit equilibrium method
Genetic algorithm
Safety factor
Stability analysis of an unsaturated soil slope considering rainfall infiltration based on the Green-Ampt model
期刊论文
OAI收割
JOURNAL OF MOUNTAIN SCIENCE, 2020, 卷号: 17, 期号: 10, 页码: 2577-2590
作者:
Liu Zi-zhen
;
Yan Zhi-xin
;
Qiu Zhan-hong
  |  
收藏
  |  
浏览/下载:20/0
  |  
提交时间:2020/12/03
Rainfall infiltration
Unsaturated infiltration model
Wetting front saturation
Slope safety factor
Improved finite element-based limit equilibrium method for slope stability analysis by considering nonlinear strength criteria and its application in assessing the anchoring effect
期刊论文
OAI收割
INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS, 2019, 卷号: 43, 期号: 2, 页码: 578-598
作者:
Li, Xiaochun
;
Bai, Bing
;
Wang, Haibin
;
Shi, Lu
  |  
收藏
  |  
浏览/下载:57/0
  |  
提交时间:2019/03/05
Barton criterion
extended finite element method
factor of safety
generalized Hoek-Brown criterion
limit equilibrium method
slope stability
Sequential excavation analysis of soil-rock-mixture slopes using an improved numerical manifold method with multiple layers of mathematical cover systems
期刊论文
OAI收割
ENGINEERING GEOLOGY, 2019, 卷号: 261, 页码: -
作者:
Yang, Yongtao
;
Sun, Yinghao
;
Sun, Guanhua
;
Zheng, Hong
  |  
收藏
  |  
浏览/下载:29/0
  |  
提交时间:2020/04/08
NMM (numerical manifold method)
SRM slope
Multiple layers of MC (mathematical cover) systems
FOS (factor of safety)
Sequential excavation analysis