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武汉岩土力学研究所 [6]
成都山地灾害与环境研... [2]
兰州理工大学 [1]
深海科学与工程研究所 [1]
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期刊论文 [10]
发表日期
2020 [10]
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Searching for critical slip surfaces of slopes using stress fields by numerical manifold method
期刊论文
JOURNAL OF ROCK MECHANICS AND GEOTECHNICAL ENGINEERING, 2020, 卷号: 12, 期号: 6, 页码: 1313-1325
作者:
Yang, Yongtao
;
Wu, Wenan
;
Zheng, Hong
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  |  
浏览/下载:15/0
  |  
提交时间:2021/05/25
Enhanced limit method
Ant colony algorithm
Numerical manifold method (NMM)
Slope stability
Quantitative analysis of slope stability of drilling sites with complex topography in the Qiongdongnan continental slope
期刊论文
IOP Conference Series: Earth and Environmental Science, 2020, 卷号: 570, 期号: 6
作者:
Sun,Jin
;
Wang,Dawei
;
Wu,Shiguo
;
Ouyang,Min
;
Liu,Hailong
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  |  
浏览/下载:7/0
  |  
提交时间:2021/01/04
Investigation of granite fracture under three-point bending using the meso-modeling approach considering the random distribution of poly-crystals
期刊论文
ARABIAN JOURNAL OF GEOSCIENCES, 2020, 卷号: 13, 期号: 17, 页码: 14
作者:
Li, Xiaojing
;
Bai, Yifan
;
He, Peijie
;
Yue, Xiaolei
;
Zhang, Yan
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  |  
浏览/下载:26/0
  |  
提交时间:2021/05/25
Modeling method
Poly-crystals
Damage
Fracture characteristic
Crack propagation
Factors affecting the soil-water retention curve of Chinese loess
期刊论文
BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT, 2020, 页码: DOI: 10.1007/s10064-020-01959-9
作者:
Zhang, Fanyu
;
Zhao, Chongxi
;
Lourenco, Sergio D. N.
;
Dong, Simeng
;
Jiang, Yao
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  |  
浏览/下载:22/0
  |  
提交时间:2020/09/25
Soil-water retention curve
Loess
Physical nature
Physical state
Structure disturbance
Salt solution
Injection-Induced Seismic Risk Management Using Machine Learning Methodology - A Perspective Study
期刊论文
FRONTIERS IN EARTH SCIENCE, 2020, 卷号: 8, 页码: 18
作者:
He, Miao
;
Li, Qi
;
Li, Xiaying
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  |  
浏览/下载:19/0
  |  
提交时间:2021/05/25
induced seismicity
machine learning
discriminating earthquakes
managing seismic risk
traffic light system
Experimental Study of Mechanical Behavior of Interlayer Staggered Zone under Cyclic Loading and Unloading Condition
期刊论文
INTERNATIONAL JOURNAL OF GEOMECHANICS, 2020, 卷号: 20, 期号: 3, 页码: 12
作者:
Duan, Shudian
;
Jian, Quan
;
Xu, Dingping
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  |  
浏览/下载:28/0
  |  
提交时间:2021/05/25
Interlayer staggered zone (ISZ)
Cyclic loading and unloading
Volume expansion
Rebound modulus
Dilatation angle
Hysteresis loop
Inhibition effect of swelling characteristics of expansive soil using cohesive non-swelling soil layer under unidirectional seepage
期刊论文
JOURNAL OF ROCK MECHANICS AND GEOTECHNICAL ENGINEERING, 2020, 卷号: 12, 期号: 1, 页码: 188-196
作者:
Yao, Hailin
;
She, Jianbo
;
Lu, Zheng
;
Luo, Xingwen
;
Xian, Shaohua
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  |  
浏览/下载:17/0
  |  
提交时间:2021/05/25
Cohesive non-swelling soil (CNS)
Expansive soil
Unidirectional seepage
Electric charge effect
Swelling inhibition mechanism
Elastic-plastic Constitutive Model and Program Implementation Based on the Generalized Double τ2 Strength Theory
期刊论文
Yingyong Jichu yu Gongcheng Kexue Xuebao/Journal of Basic Science and Engineering, 2020, 卷号: 28, 期号: 1, 页码: 160-173
作者:
Wang, Junxiang
;
Chen, Sili
;
Dong, Jianhua
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  |  
浏览/下载:13/0
  |  
提交时间:2020/11/14
Constitutive models
Fluid mechanics
Geotechnical engineering
Integration
Mining engineering
Numerical methods
Plastics industry
Professional aspects
Shore protection
Constitutive integration algorithms
Elastic-Plastic
Finite element implementation
Non-associative flows
Numerical implementation
Prantdl theory
Program implementation
Security and stability
Slope stability evaluation and monitoring of a landslide: a case study from NE Turkey
期刊论文
JOURNAL OF MOUNTAIN SCIENCE, 2020, 卷号: 17, 期号: 11, 页码: 2624-2635
作者:
Kaya, Ayberk
;
Midilli, Umit Murat
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  |  
浏览/下载:72/0
  |  
提交时间:2020/12/03
Landslide
Stability Analysis
Monitoring
Precaution
Kö
prü
lü
Village
A consolidation modelling algorithm based on the unified hardening constitutive relation and Hansbo's flow rule
期刊论文
COMPUTERS AND GEOTECHNICS, 2020, 卷号: 117, 页码: 12
作者:
Liu, Zhongyu
;
Zhang, Jiachao
;
Duan, Shuqian
;
Xia, Yangyang
;
Cui, Penglu
收藏
  |  
浏览/下载:12/0
  |  
提交时间:2021/05/25
Saturated soft clay
Consolidation
Elasitic visco-plasticity
Constitutive relation
Hansbo's flow
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