×
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
清华大学 [2]
地质与地球物理研究所 [2]
力学研究所 [1]
成都山地灾害与环境研... [1]
华南理工大学 [1]
武汉岩土力学研究所 [1]
更多...
内容类型
期刊论文 [9]
发表日期
2021 [1]
2019 [2]
2017 [2]
2014 [2]
2010 [2]
×
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9条,第1-9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
Influence of grain segregation on the behavior of sand in triaxial tests
期刊论文
JOURNAL OF MOUNTAIN SCIENCE, 2021, 卷号: 18, 期号: 10, 页码: 2776-2790
作者:
Yu Fang-wei
;
Peng Xiong-zhi
;
Su Li-jun
收藏
  |  
浏览/下载:44/0
  |  
提交时间:2021/12/16
Critical state
Dilatancy
Friction
Grain segregation
Landslides
Soil behavior
Triaxial tests
Strength Criteria Based on Shear Failure Planes and Test Verification on Loess
期刊论文
2019, 卷号: 42, 页码: 347-364
作者:
Shao, Shuai
;
Shao, Sheng-jun
;
Wang, Qiang
收藏
  |  
浏览/下载:4/0
  |  
提交时间:2019/12/20
loess
shear failure plane
spatially mobilized plane
strength criterion
true triaxial test
Experimental study on the shear behavior of fully grouted bolts
期刊论文
CONSTRUCTION AND BUILDING MATERIALS, 2019, 卷号: 223, 期号: -, 页码: 1123-1134
作者:
Li, Yuzong
;
Liu, Caihua
收藏
  |  
浏览/下载:40/0
  |  
提交时间:2020/04/08
Fully grouted bolts
Experimental study
Bolting angle
Grout strength
Shear behavior
Bearing capacity of spudcan foundations in a spatially varying clayey seabed
期刊论文
OCEAN ENGINEERING, 2017, 卷号: 143, 页码: 97-105
作者:
Li, Li
;
Li, Jinhui
;
Huang, Jinsong
;
Gao FP(高福平)
;
Li, JH (reprint author), Harbin Inst Technol, Dept Civil & Environm Engn, Shenzhen Grad Sch, Shenzhen 518055, Peoples R China.
收藏
  |  
浏览/下载:23/0
  |  
提交时间:2017/11/29
Spudcan Foundation
Spatial Variability
Bearing Capacity
Clay
Mobilized Shear Strength
Bearing capacity of spudcan foundations in a spatially varying clayey seabed
期刊论文
OCEAN ENGINEERING, 2017, 卷号: 143, 页码: 97-105
作者:
Li, Li[1,2]
;
Li, Jinhui[1]
;
Huang, Jinsong[3]
;
Gao, Fu-Ping[4,5]
收藏
  |  
浏览/下载:5/0
  |  
提交时间:2019/04/24
Spudcan foundation
Spatial variability
Bearing capacity
Clay
Mobilized shear strength
Laboratory study on soil behavior in loess slope subjected to infiltration
期刊论文
ENGINEERING GEOLOGY, 2014, 卷号: 183, 页码: 31-38
作者:
Zhou, Y. F.
;
Tham, L. G.
;
Yan, W. M.
;
Dai, F. C.
;
Xu, L.
收藏
  |  
浏览/下载:75/0
  |  
提交时间:2018/09/26
Landslide
Infiltration
Loess
Unsaturated soil
Stress path
Constant load
Laboratory study on soil behavior in loess slope subjected to infiltration
期刊论文
ENGINEERING GEOLOGY, 2014, 卷号: 183, 页码: 31-38
作者:
Zhou, Y. F.
;
Tham, L. G.
;
Yan, W. M.
;
Dai, F. C.
;
Xu, L.
收藏
  |  
浏览/下载:82/0
  |  
提交时间:2018/09/26
Landslide
Infiltration
Loess
Unsaturated soil
Stress path
Constant load
Numerical simulation of the shear behavior of rockfills
期刊论文
2010, 2010, OCT
Xu, Ming
;
Song, Erxiang
收藏
  |  
浏览/下载:3/0
  |  
提交时间:2017/06/15
Rockfills
Shear behavior
Strain hardening
Volumetric change
FINITE-ELEMENT-ANALYSIS
CONFINING PRESSURE
COMPACTED ROCKFILL
PARTICLES
STRENGTH
EQUILIBRIUM
SLOPES
MODEL
Computer Science, Interdisciplinary Applications
Engineering, Geological
Geosciences, Multidisciplinary
Localized nonlinearity and size-dependent mechanics of in-plane RC element in shear
期刊论文
2010, 2010
Soltani, M
;
An, XH
;
Maekawa, K
收藏
  |  
浏览/下载:2/0
©版权所有 ©2017 CSpace - Powered by
CSpace