中国科学院机构知识库网格
Chinese Academy of Sciences Institutional Repositories Grid
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CAS IR Grid
机构
武汉岩土力学研究所 [60]
地理科学与资源研究... [16]
海洋研究所 [8]
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期刊论文 [118]
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会议论文 [1]
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2025 [2]
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Effects of loading paths and initial densities on mechanical response and gradation evolution of calcareous sand
期刊论文
OAI收割
ENGINEERING GEOLOGY, 2025, 卷号: 346, 页码: 24
作者:
Chen, Jiarui
;
Tang, Yaolan
;
Ye, Jianhong
;
Zhang, Chunshun
;
Lin, Zhenghong
  |  
收藏
  |  
浏览/下载:0/0
  |  
提交时间:2025/06/27
Calcareous sand
Triaxial tests
Loading path
Initial density
Breakage evolution model
Strength and deformation
A practical approach to building a calcareous nannofossil knowledge graph
期刊论文
OAI收割
GEOSCIENCE DATA JOURNAL, 2025, 卷号: 12, 期号: 1, 页码: 12
作者:
Zhao, Hongyi
;
Hu, Bin
;
Ma, Chao
;
Jiang, Shijun
;
Zhang, Yi
  |  
收藏
  |  
浏览/下载:14/0
  |  
提交时间:2025/03/28
calcareous nannofossils
data science
knowledge graph
paleontological data
resource description framework (RDF) language
Relationship between calcium forms and organic carbon content in aggregates of calcareous soils in northern China
期刊论文
OAI收割
SOIL & TILLAGE RESEARCH, 2024, 卷号: 244
作者:
Dou, Xiaolu
;
Zhang, Congzhi
;
Zhang, Jiabao
;
Ma, Donghao
;
Chen, Lin
  |  
收藏
  |  
浏览/下载:17/0
  |  
提交时间:2024/11/22
Calcareous soils
Calcium forms
Soil organic carbon
Soil aggregates
Isotropic compression and triaxial shear characteristics of coral sand under high confining pressure and related particle breakage
期刊论文
OAI收割
GEOTECHNIQUE, 2024, 页码: 49
作者:
Ye, Jianhong
;
Gao, Ran
  |  
收藏
  |  
浏览/下载:1/0
  |  
提交时间:2025/06/27
coral sand
triaxial test
cyclic triaxial shear
isotropic compression
particle breakage
high confining pressure
south china sea
coral reef
laboratory tests
calcareous soils
Improving erosion resistance of calcareous sand slope with zinc sulfate solution
期刊论文
OAI收割
CONSTRUCTION AND BUILDING MATERIALS, 2024, 卷号: 447, 页码: 13
作者:
Wang, Xinzhi
;
Wen, Dongsheng
;
Ding, Haozhen
;
Liu, Kaicheng
  |  
收藏
  |  
浏览/下载:0/0
  |  
提交时间:2025/06/27
Calcareous sand
Slope
Zinc sulfate
Erosion
South China Sea
Uniaxial compression test
Study on monotonic direct shear characteristics of geosynthetics-calcareous sand interface
期刊论文
OAI收割
PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-GEOTECHNICAL ENGINEERING, 2024, 页码: 52
作者:
Xu, Liangjie
;
Wang, Ren
;
Chen, Jianfeng
;
Wang, Xinzhi
;
Meng, Qingshan
  |  
收藏
  |  
浏览/下载:0/0
  |  
提交时间:2025/06/27
calcareous sand
monotonic direct shear characteristics
geotextile-calcareous sand interface
geogrid-calcareous sand interface
interface dilatancy mechanism
A novel relationship between elastic modulus and void ratio associated with principal stress for coral calcareous sand
期刊论文
OAI收割
JOURNAL OF ROCK MECHANICS AND GEOTECHNICAL ENGINEERING, 2024, 卷号: 16, 期号: 3, 页码: 1033-1048
作者:
Gao, Ran
;
Ye, Jianhong
  |  
收藏
  |  
浏览/下载:0/0
  |  
提交时间:2025/06/27
Coral calcareous sand (CCS)
Elastic shear modulus
Elastic bulk modulus
Triaxial test
Estimation formulation
Ye formulation
Influence of geosynthetics reinforcement on liquefaction and post-liquefaction behaviors of calcareous sand
期刊论文
OAI收割
OCEAN ENGINEERING, 2024, 卷号: 293, 页码: 15
作者:
Zhou, Lin
;
Chen, Jian-Feng
;
Wang, Ren
  |  
收藏
  |  
浏览/下载:1/0
  |  
提交时间:2025/06/27
Calcareous sand
Geosynthetics reinforcement
Multi-stage triaxial test
Liquefaction
Post-liquefaction
Microscopic study of the impact of particle morphology on the compressibility of calcareous sands
期刊论文
OAI收割
POWDER TECHNOLOGY, 2024, 卷号: 433, 页码: 13
作者:
Ma, Chenghao
;
Qu, Ru
;
Zhu, Changqi
;
Liu, Haifeng
;
Wang, Tianmin
  |  
收藏
  |  
浏览/下载:0/0
  |  
提交时间:2025/06/27
Calcareous sand
Particle morphology
Pore number
Equivalent pore diameter
Pore shape
Coordination number
Oblique tensile tests on model anchor piles in calcareous sand deposits
期刊论文
OAI收割
OCEAN ENGINEERING, 2024, 卷号: 291, 页码: 14
作者:
Wei, Houzhen
;
Xin, Li
;
Li, Weichao
;
Li, Xiaoxiao
;
Yang, Min
  |  
收藏
  |  
浏览/下载:0/0
  |  
提交时间:2025/06/27
Calcareous sand
Anchor piles
Model test
Oblique tensile load
Pile-soil interaction