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 [4]
成都山地灾害与环境研... [3]
地质与地球物理研究所 [3]
采集方式
OAI收割 [10]
内容类型
期刊论文 [8]
会议论文 [2]
发表日期
2021 [1]
2020 [1]
2017 [2]
2016 [1]
2009 [3]
2004 [1]
更多
学科主题
筛选
浏览/检索结果:
共10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
Investigation of the cumulative influence of infiltration on the slope stability with a thick unsaturated zone
期刊论文
OAI收割
BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT, 2021, 页码: 14
作者:
Hou, Xiaokun
;
Li, Tonglu
;
Qi, Shengwen
;
Guo, Songfeng
;
Li, Ping
  |  
收藏
  |  
浏览/下载:28/0
  |  
提交时间:2021/10/19
Cumulative infiltration
Deep-seated soil landslides
Thick unsaturated zone
Slope stability
Dynamic equilibrium state
Physical Model Experiments on Water Infiltration and Failure Modes in Multi-Layered Slopes under Heavy Rainfall
期刊论文
OAI收割
APPLIED SCIENCES-BASEL, 2020, 卷号: 10, 期号: 10, 页码: 21
作者:
Tang, Junfeng
;
Taro, Uchimura
;
Huang, Dong
;
Xie, Jiren
;
Tao, Shangning
  |  
收藏
  |  
浏览/下载:40/0
  |  
提交时间:2020/07/30
unsaturated soil
capillary barrier
multi-layer slope
slope failure
Numerical investigation of rainfall-induced fines migration and its influences on slope stability
期刊论文
OAI收割
ACTA GEOTECHNICA, 2017, 卷号: 12, 期号: 6, 页码: 1431-1446
作者:
Lei, Xiaoqin
;
Yang, Zongji
;
He, Siming
;
Liu, Enlong
;
Wong, Henry
  |  
收藏
  |  
浏览/下载:50/0
  |  
提交时间:2017/11/14
Clogging
Fines migration
Rainfall infiltration
Slope stability
Suffusion
Unsaturated soil
Effect of Hydraulic Hysteresis on Stability of Infinite Slopes under Steady Infiltration
期刊论文
OAI收割
JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 2017, 卷号: 143, 期号: 9, 页码: -
作者:
Lu, Ning
;
Chen, Pan
;
Mirus, Benjamin
;
Godt, Jonathan W.
  |  
收藏
  |  
浏览/下载:19/0
  |  
提交时间:2018/06/05
Unsaturated soil
Hydraulic hysteresis
Suction stress
Infinite slope
Steady infiltration
Slope stability
Reasonable selection of yield criteria for quantitative analysis of unsaturated soil slope stability
期刊论文
OAI收割
Journal of Mountain Science, 2016, 卷号: 13, 期号: 7, 页码: 1304-1312
作者:
LIU Zi-zhen
;
YAN Zhi-xin
;
REN Zhi-hua
;
QIU Zhan-hong
;
DUAN Jian
收藏
  |  
浏览/下载:31/0
  |  
提交时间:2016/06/24
Unsaturated soil slope
Yield criteria
Parameter transformation
Rainfall
Safety factor
Field monitoring of rainfall infiltration in a loess slope and analysis of failure mechanism of rainfall-induced landslides
期刊论文
OAI收割
ENGINEERING GEOLOGY, 2009, 卷号: 105, 期号: 1-2, 页码: 134-150
作者:
Tu, X. B.
;
Kwong, A. K. L.
;
Dai, F. C.
;
Tham, L. G.
;
Min, H.
  |  
收藏
  |  
浏览/下载:22/0
  |  
提交时间:2018/09/26
Loess slope
Artificial rainfall
Field monitoring
Unsaturated soil
Infiltration
Wetting front
Field monitoring of rainfall infiltration in a loess slope and analysis of failure mechanism of rainfall-induced landslides
期刊论文
OAI收割
ENGINEERING GEOLOGY, 2009, 卷号: 105, 期号: 1-2, 页码: 134-150
作者:
Tu, X. B.
;
Kwong, A. K. L.
;
Dai, F. C.
;
Tham, L. G.
;
Min, H.
  |  
收藏
  |  
浏览/下载:28/0
  |  
提交时间:2018/09/26
Loess slope
Artificial rainfall
Field monitoring
Unsaturated soil
Infiltration
Wetting front
Field monitoring of rainfall infiltration in a loess slope and analysis of failure mechanism of rainfall-induced landslides
期刊论文
OAI收割
ENGINEERING GEOLOGY, 2009, 卷号: 105, 期号: 1-2, 页码: 134-150
作者:
Dai, F. C.
;
Kwong, A. K. L.
;
Tu, X. B.
;
Min, H.
;
Tham, L. G.
  |  
收藏
  |  
浏览/下载:17/0
  |  
提交时间:2018/06/05
Loess slope
Artificial rainfall
Field monitoring
Unsaturated soil
Infiltration
Wetting front
Stability analysis of unsaturated soil slope due to infiltration
会议论文
OAI收割
Shanghai, PEOPLES R CHINA, OCT 25-28, 2004
作者:
Chen, SX
;
Liu, ZG
;
Xu, HB
  |  
收藏
  |  
浏览/下载:12/0
  |  
提交时间:2018/06/05
unsaturated soil slope
rainfall
slope stability analysis
Assessment of slope stability of expansive soils due to infiltration of rain
会议论文
OAI收割
WUHAN, PEOPLES R CHINA, NOV 09-10, 2003
作者:
Yao, HL
;
Xu, YZ
;
Ge, XR
  |  
收藏
  |  
浏览/下载:8/0
  |  
提交时间:2018/06/05
unsaturated expansive soil
slope
crack
rain infiltration
slope stability analysis