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 [6]
金属研究所 [3]
长春光学精密机械与物... [2]
力学研究所 [1]
成都山地灾害与环境研... [1]
上海硅酸盐研究所 [1]
更多
采集方式
OAI收割 [14]
内容类型
期刊论文 [11]
会议论文 [3]
发表日期
2025 [1]
2022 [1]
2021 [2]
2020 [1]
2019 [1]
2018 [1]
更多
学科主题
Engineerin... [1]
Geology [1]
Materials ... [1]
筛选
浏览/检索结果:
共14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
Probability analysis of shallow landslides in varying vegetation zones with random soil grain-size distribution
期刊论文
OAI收割
ENVIRONMENTAL MODELLING & SOFTWARE, 2025, 卷号: 183, 页码: 18
作者:
Jiang, Hu
;
Zou, Qiang
;
Li, Yong
;
Jiang, Yao
;
Cui, Junfang
  |  
收藏
  |  
浏览/下载:5/0
  |  
提交时间:2024/12/23
landslide
Slope stability
Susceptibility prediction
Random soil strength parameter
Machine learning
Vegetated slopes
Estimating the geological strength index and disturbance factor in the Hoek-Brown criterion using the acoustic wave velocity in the rock mass
期刊论文
OAI收割
ENGINEERING GEOLOGY, 2022, 卷号: 306
作者:
Xia, Kaizong
;
Chen, Congxin
;
Wang, Tianlong
;
Zheng, Yun
;
Wang, Yue
  |  
收藏
  |  
浏览/下载:14/0
  |  
提交时间:2023/08/02
Hoek-Brown failure criterion
Rock mass mechanical parameter
Acoustic wave velocity
Disturbance factor
Geological strength index
Applications of an Innovative Strength Parameter Estimation Method of the SoilRock Mixture in Evaluating the Deposit Slope Stability Under Rainfall
期刊论文
OAI收割
FRONTIERS IN EARTH SCIENCE, 2021, 卷号: 9, 页码: 15
作者:
Fu, Xiaodong
;
Zhang, Zhenping
;
Sheng, Qian
;
Zhou, Yongqiang
;
Huang, Juehao
  |  
收藏
  |  
浏览/下载:67/0
  |  
提交时间:2022/01/05
deposit slope
soilrock mixture
strength parameter
Hoek-brown criterion
rainfall
Stability of Cracking Deposit Slope Considering Parameter Deterioration Subjected to Rainfall
期刊论文
OAI收割
INTERNATIONAL JOURNAL OF GEOMECHANICS, 2021, 卷号: 21, 期号: 7, 页码: 19
作者:
Zhang, Zhenping
;
Fu, Xiaodong
;
Sheng, Qian
;
Du, Yuxiang
;
Zhou, Yongqiang
  |  
收藏
  |  
浏览/下载:60/0
  |  
提交时间:2021/08/11
Soil and rock mixture
Strength parameter deteriorations
Cracking deposit slope
Slope stability
Rainfall effect
Yield Criterion for Rocklike Geomaterials Based on Strain Energy and CMP Model
期刊论文
OAI收割
INTERNATIONAL JOURNAL OF GEOMECHANICS, 2020, 卷号: 20, 期号: 3, 页码: 13
作者:
Li, Zhen
;
Zhou, Hui
;
Hu, Dawei
;
Zhang, Chuanqing
  |  
收藏
  |  
浏览/下载:24/0
  |  
提交时间:2021/05/25
Strength theory
Evolution law
Strain energy
Parameter correlation
Intermediate principal stress effect
Trans-scale characterization of interface fracture in peel test for metal film/ceramic substrate systems
期刊论文
OAI收割
ENGINEERING FRACTURE MECHANICS, 2019, 卷号: 221, 页码: 12
作者:
Wei YG(魏悦广)
;
Song JR(宋晶如)
  |  
收藏
  |  
浏览/下载:121/0
  |  
提交时间:2019/11/26
Interfacial separation strength
Trans-scale mechanics theory
Size effect
Peel test
Length scale parameter
Is a three-parameter Weibull function really necessary for the characterization of the statistical variation of the strength of brittle ceramics?
期刊论文
OAI收割
JOURNAL OF THE EUROPEAN CERAMIC SOCIETY, 2018, 卷号: 38, 期号: 4, 页码: 2234, 2242
作者:
Deng, Bin
;
Jiang, Danyu
;
Gong, Jianghong
  |  
收藏
  |  
浏览/下载:28/0
  |  
提交时间:2018/12/28
Two-parameter weibull distribution
Three-parameter weibull distribution
Fracture strength
Reliability analysis
Mote Carlo simulation
A strength reduction method based on double reduction parameters and its application
期刊论文
OAI收割
JOURNAL OF CENTRAL SOUTH UNIVERSITY, 2013, 卷号: 20, 期号: 9, 页码: 2555-2562
作者:
Yuan Wei
;
Bai Bing
;
Li Xiao-chun
;
Wang Hai-bin
  |  
收藏
  |  
浏览/下载:20/0
  |  
提交时间:2018/06/05
double reduction parameter
strength reduction method
matching reduction principle
slope stability
Controlling reversible martensitic transformation in titanium alloys with high strength and low elastic modulus
期刊论文
OAI收割
Scripta Materialia, 2012, 卷号: 67, 期号: 5, 页码: 487-490
Y. L. Hao
;
S. J. Li
;
F. Prima
;
R. Yang
收藏
  |  
浏览/下载:33/0
  |  
提交时间:2013/02/05
Martensitic transformation
Titanium alloys
Elastic behavior
Strength
Lattice parameter
shape-memory
deformation behavior
plastic-deformation
alpha''
martensite
fatigue properties
youngs modulus
superelasticity
zr
sn
Study of the neural network constitutive models for turfy soil with different decomposition degree (EI CONFERENCE)
会议论文
OAI收割
2011 2nd International Conference on Mechanic Automation and Control Engineering, MACE 2011, July 15, 2011 - July 17, 2011, Inner Mongolia, China
作者:
Nie L.
收藏
  |  
浏览/下载:20/0
  |  
提交时间:2013/03/25
The turfy soil is of a special humus soil. The decomposition degree is the main factor on the physical and mechanical properties of turfy soil. To build the turfy soil constitutive model
there are a few shortages such as the calculation cumbersome and low accuracy for parameter value with the method of traditional models. Furthermore
those methods did not reflect the influence of strength that effected by decomposition degree of the turfy soil. In this paper
the relationship of stress-strain with different decomposition degrees of turfy soil was carried out through indoor tests. Based on above experimental results
an improved method
which divided into different zones according to different decomposition degrees of turfy soil and calculated combining with neural network constitutive model is put forward. The result shows that
the neural network of turfy soil has good fitting precision and good generalization ability. It can fully describe the influence of the turfy soil. 2011 IEEE.