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Engineering Properties and Micropore Structure of Clay-Based Foamed Lightweight Soil
期刊论文
OAI收割
JOURNAL OF MATERIALS IN CIVIL ENGINEERING, 2024, 卷号: 36, 期号: 3, 页码: 14
作者:
Lu, Zheng
;
Zhao, Yang
;
Liu, Jie
;
Yuan XZ(苑旭泽)
;
Yao, Hailin
  |  
收藏
  |  
浏览/下载:5/0
  |  
提交时间:2024/02/26
Clay-based foamed lightweight soil (CFLS)
Road widening
Physical and mechanical tests
Micropore structure tests
Dynamic properties
Effect of Bi-modulus characteristic on the Brazilian disc test: Insights from numerical study
期刊论文
OAI收割
INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2023, 卷号: 169
作者:
Wang, Tianmin
;
Ye, Jianhong
;
Zhu, Changqi
  |  
收藏
  |  
浏览/下载:7/0
  |  
提交时间:2023/08/02
Bi-modulus materials
Constitutive model
Brazilian splitting test
Measurement method
Tensile elastic modulus
FssiCAS software
3D DEM Simulation on the Reliquefaction Behavior of Sand Considering the Effect of Reconsolidation Degree
期刊论文
OAI收割
JOURNAL OF EARTHQUAKE ENGINEERING, 2023, 卷号: 27, 期号: 11, 页码: 2919
作者:
Zhao, Teng
;
Ye, Jianhong
  |  
收藏
  |  
浏览/下载:5/0
  |  
提交时间:2023/08/02
Liquefaction
reliquefaction
reconsolidation degree
mainshock-aftershock seismic sequence
fabric anisotropy
Discrete Element Method (DEM)
A coupled MPM-DEM method for modelling soil-rock mixtures
期刊论文
OAI收割
COMPUTERS AND GEOTECHNICS, 2023, 卷号: 160, 期号: -, 页码: -
作者:
Li, Jianguo
;
Wang, Bin
;
Wang, Di
;
Zhang, Pei
;
Vardon, Philip. J.
  |  
收藏
  |  
浏览/下载:4/0
  |  
提交时间:2023/08/02
Material point method
Discrete element method
Binary granular mixture
Soil -rock mixture
Triaxial test
Failure Evolution Characteristics and Resistivity Damage Model of Expansive Clay with Filled Fissures under Uniaxial Compression
期刊论文
OAI收割
KSCE JOURNAL OF CIVIL ENGINEERING, 2023, 卷号: 27, 期号: 8, 页码: 3255
作者:
Gao, Zhiao
;
Kong, Lingwei
;
Zhou, Zhenhua
;
Wang, Shuangjiao
  |  
收藏
  |  
浏览/下载:9/0
  |  
提交时间:2023/08/02
Fissures
Uniaxial compression
Stress-strain-resistivity curves
Digital image correlation (DIC)
Damage model
Heterogeneity induced strain localization in block-in-matrix-soils subjected to uniaxial loading using real-time CT scanning
期刊论文
OAI收割
JOURNAL OF ROCK MECHANICS AND GEOTECHNICAL ENGINEERING, 2023, 卷号: 15, 期号: 8, 页码: 1951-1959
作者:
Wu, Yanfang
;
Li, Xiao
;
Zhang, Luqing
;
Qi, Shengwen
;
Zhou, Jian
  |  
收藏
  |  
浏览/下载:6/0
  |  
提交时间:2023/12/29
Image correlation algorithm
Damage processing
Real-time computed tomography (CT) imaging
Rock block motion
Uniaxial compression
Variation of sulfate reducing bacteria communities in ionic rare earth tailings and the potential of a single cadmium resistant strain in bioremediation
期刊论文
OAI收割
CHEMOSPHERE, 2023, 卷号: 328, 页码: 138615
作者:
Zhang, Ping
;
Yang, Fen
;
Dai, Weijie
;
Wei, Chaoyang
  |  
收藏
  |  
浏览/下载:12/0
  |  
提交时间:2023/06/10
Ionic rare earth tailing
Sulfate -reducing bacteria
Revegetation tailing
Bare tailing
Extracellular polymeric substances
Cadmium
Accumulated plastic deformation behavior of granite residual soil under cyclic loading considering the influence of initial unloading
期刊论文
OAI收割
TRANSPORTATION GEOTECHNICS, 2023, 卷号: 41, 期号: -, 页码: -
作者:
Shu, Rongjun
  |  
收藏
  |  
浏览/下载:6/0
  |  
提交时间:2023/08/02
Granite residual soil
Accumulated plastic deformation
Initial shearing
Unloading
Stress path
Cyclic loading
Shear mechanical properties and energy evolution of rock-like samples containing multiple combinations of non-persistent joints
期刊论文
OAI收割
JOURNAL OF ROCK MECHANICS AND GEOTECHNICAL ENGINEERING, 2023, 卷号: 15, 期号: 7, 页码: 1651-1670
作者:
Tai, Daping
;
Qi, Shengwen
;
Zheng, Bowen
;
Wang, Chonglang
;
Guo, Songfeng
  |  
收藏
  |  
浏览/下载:4/0
  |  
提交时间:2023/12/29
Non-persistent joints
Shear behavior
Energy evolution
Particle flow code (PFC3D)
Failure Evolution Characteristics and Resistivity Damage Model of Expansive Clay with Filled Fissures under Uniaxial Compression
期刊论文
OAI收割
KSCE JOURNAL OF CIVIL ENGINEERING, 2023, 页码: 15
作者:
Gao, Zhiao
;
Kong, Lingwei
;
Zhou, Zhenhua
;
Wang, Shuangjiao
  |  
收藏
  |  
浏览/下载:3/0
  |  
提交时间:2024/01/02
Fissures
Uniaxial compression
Stress-strain-resistivity curves
Digital image correlation (DIC)
Damage model