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 [64]
地理科学与资源研究... [35]
地质与地球物理研究所 [6]
成都山地灾害与环境研... [4]
金属研究所 [3]
生态环境研究中心 [2]
更多
采集方式
OAI收割 [122]
内容类型
期刊论文 [122]
发表日期
2022 [122]
学科主题
Engineeri... [41]
Geology [21]
Materials ... [9]
Chemistry [5]
Physics [5]
Environmen... [4]
更多
筛选
浏览/检索结果:
共122条,第1-10条
帮助
限定条件
发表日期:2022
内容类型:期刊论文
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
Soil erosion and its causes in high-filling body: A case study of a valley area on the Loess Plateau, China
期刊论文
OAI收割
JOURNAL OF MOUNTAIN SCIENCE, 2022, 页码: 15
作者:
Bao, Han
;
Tang, Ming
;
Lan, Heng-xing
;
Peng, Jian-bing
;
Zheng, Han
  |  
收藏
  |  
浏览/下载:16/0
  |  
提交时间:2023/02/06
Land consolidation
High-filling body
Soil erosion
Loess Plateau
On-site monitoring
Influence factors
Soil erosion and its causes in high-filling body: A case study of a valley area on the Loess Plateau, China
期刊论文
OAI收割
JOURNAL OF MOUNTAIN SCIENCE, 2022, 页码: 15
作者:
Bao, Han
;
Tang, Ming
;
Lan, Heng-xing
;
Peng, Jian-bing
;
Zheng, Han
  |  
收藏
  |  
浏览/下载:15/0
  |  
提交时间:2023/02/06
Land consolidation
High-filling body
Soil erosion
Loess Plateau
On-site monitoring
Influence factors
Time-dependency deterioration of polypropylene fiber reinforced soil and guar gum mixed soil in loess cut-slope protecting
期刊论文
OAI收割
ENGINEERING GEOLOGY, 2022, 卷号: 311, 页码: 14
作者:
Bao, Han
;
Liu, Changqing
;
Lan, Hengxing
;
Yan, Changgen
;
Li, Langping
  |  
收藏
  |  
浏览/下载:31/0
  |  
提交时间:2022/12/23
Loess slope protection
Ecological materials
LiDAR
Deterioration characteristic
Time-dependency deterioration model
Time-dependency deterioration of polypropylene fiber reinforced soil and guar gum mixed soil in loess cut-slope protecting
期刊论文
OAI收割
ENGINEERING GEOLOGY, 2022, 卷号: 311, 页码: 14
作者:
Bao, Han
;
Liu, Changqing
;
Lan, Hengxing
;
Yan, Changgen
;
Li, Langping
  |  
收藏
  |  
浏览/下载:15/0
  |  
提交时间:2022/12/23
Loess slope protection
Ecological materials
LiDAR
Deterioration characteristic
Time-dependency deterioration model
Corrosion Behavior of Q235 and Q450NQR1 Exposed to Marine Atmospheric Environment in Nansha, China for 34 Months
期刊论文
OAI收割
ACTA METALLURGICA SINICA, 2022, 卷号: 58, 期号: 12, 页码: 1623-1632
作者:
Liu Yuwei
;
Gu Tianzhen
;
Wang Zhenyao
;
Wang Chuan
;
Cao Gongwang
  |  
收藏
  |  
浏览/下载:8/0
  |  
提交时间:2023/05/09
tropical marine atmosphere
carbon steel
rust structure
mechanical property
Effect of sulfate-reducing bacteria from salt scale of water flooding pipeline on corrosion behavior of X80 steel
期刊论文
OAI收割
ENGINEERING FAILURE ANALYSIS, 2022, 卷号: 142, 页码: 14
作者:
Zhao, Ranlei
;
Wang, Bo
;
Li, Dongbo
;
Chen, Yiming
;
Zhang, Qiushi
  |  
收藏
  |  
浏览/下载:7/0
  |  
提交时间:2023/05/09
CaCO3 ???????scale layer
Sulfate-reducing bacteria (SRB)
Microbial corrosion
Combined effect
X80 steel pipeline
Ionic strength and temperature dependence of rheological behavior of deep-water sedimental slurries
期刊论文
OAI收割
OCEAN ENGINEERING, 2022, 卷号: 265, 期号: -, 页码: -
作者:
Hu, Shijun
;
Chen, Pan
;
Wang, Yong
;
Wei, Changfu
;
Li, Pengchun
  |  
收藏
  |  
浏览/下载:19/0
  |  
提交时间:2023/08/02
Deep-water sediment
Rheological behavior
Ionic strength
Temperature
Soil mass fraction
Viscous Behavior and Constitutive Modeling of Peaty Soil in Kunming, China
期刊论文
OAI收割
INTERNATIONAL JOURNAL OF GEOMECHANICS, 2022, 卷号: 22, 期号: 12
作者:
Chen, Cheng
;
Li, Xinming
;
Liu, Weizheng
;
Zhang, Xianwei
;
Kong, Lingwei
  |  
收藏
  |  
浏览/下载:19/0
  |  
提交时间:2023/08/02
Peaty soil
Viscous behavior
Rate-sensitivity
Undrained shear strength
Overstress EVP model
UMAT
Undrained dynamic response of naturally high-strength sensitive clay to bidirectional cyclic loadings under the plane strain condition
期刊论文
OAI收割
SOIL DYNAMICS AND EARTHQUAKE ENGINEERING, 2022, 卷号: 163, 期号: -, 页码: -
作者:
Liu, Bingheng
;
Kong, Lingwei
;
Sun, Zhiliang
;
Zhou, Zhenhua
  |  
收藏
  |  
浏览/下载:5/0
  |  
提交时间:2023/08/02
Zhanjiang clay
Cyclic plane strain tests
Cyclic minor principal stress
Permanent major principal strain
Excess pore pressure
Shear testing on rock tunnel models under constant normal stress conditions
期刊论文
OAI收割
JOURNAL OF ROCK MECHANICS AND GEOTECHNICAL ENGINEERING, 2022, 卷号: 14, 期号: 6, 页码: 1722
作者:
Yang, Bing
;
Jiang, Quan
;
Feng, Xiating
;
Xin, Jie
;
Xu, Dingping
  |  
收藏
  |  
浏览/下载:7/0
  |  
提交时间:2023/08/02
Circular tunnel model
Compression-shear test
Spalling
Numerical simulation
Fracture surface roughness