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A high expansion implicit finite-element prestack reverse time migration method
期刊论文
Exploration Geophysics, 2018, 卷号: 49, 期号: 6, 页码: 844-855
作者:
Limin Liu
;
Yun Wang
;
Yong Wang
;
Jing Chen
;
Yanqiu Liu
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  |  
浏览/下载:27/0
  |  
提交时间:2019/06/12
Cohesion Degree
Finite Element
Local Relaxation
Multi-level Parallel
Reverse Time Migration
Group behavior time series anomaly detection in specific network space based on separation degree
期刊论文
CLUSTER COMPUTING-THE JOURNAL OF NETWORKS SOFTWARE TOOLS AND APPLICATIONS, 2016, 卷号: 19, 页码: 1201-1210
作者:
Wang, Lei[1]
;
Xu, Lingyu[2]
;
Xue, Yunlan[3]
;
Zhang, Gaowei[4]
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  |  
浏览/下载:3/0
  |  
提交时间:2019/04/26
Cohesion degree
Separation degree
Self-adaptive interval
Anomaly detection
Influencing factors for shear strength of Malan and Lishi compacted loess in Lanzhou
期刊论文
Yantu Gongcheng Xuebao/Chinese Journal of Geotechnical Engineering, 2014, 卷号: 36, 页码: 120-124
作者:
Jia, Liang
;
Zhu, Yan-Peng
;
Zhu, Jun-Chuan
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  |  
浏览/下载:0/0
  |  
提交时间:2022/02/17
Compaction
Geotechnical engineering
Internal friction
Moisture
Moisture determination
Water content
Cohesion
Compacted loess
Degree of compaction
Direct shear test
Internal friction angle
Mechanical indexes
Optimum moisture content
Shear strength indexes
Influencing factors for shear strength of Malan and Lishi compacted loess in Lanzhou
期刊论文
Yantu Gongcheng Xuebao/Chinese Journal of Geotechnical Engineering, 2014, 卷号: 36, 页码: 120-124
作者:
Jia, Liang
;
Zhu, Yan-Peng
;
Zhu, Jun-Chuan
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  |  
浏览/下载:1/0
  |  
提交时间:2020/11/14
Compaction
Geotechnical engineering
Internal friction
Moisture
Moisture determination
Water content
Cohesion
Compacted loess
Degree of compaction
Direct shear test
Internal friction angle
Mechanical indexes
Optimum moisture content
Shear strength indexes
Study on the difference between turfy soil and normal peat soil in China (EI CONFERENCE)
会议论文
2011 International Conference on Vibration, Structural Engineering and Measurement, ICVSEM2011, October 21, 2011 - October 23, 2011, Shanghai, China
Yan L.
;
Nie L.
;
Xu K.
;
Su Z. D.
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浏览/下载:29/0
  |  
提交时间:2013/03/25
As the special soil
turfy soil and peat soil in China contained some similar properties with high void ratio
high water content
high organic content
etc. But turfy soil also had properties which difference from peat soil. In this paper
based on the formation of the cause and geological environment and geomorphologic characteristics of geological in the quaternary
took the typical and widespread turfy soil and peat soil regions for example
systematically discussed the material composition and macroscopic and microcosmic structural features
put further research on the physical chemistry mechanical characteristics. Then the come to the conclusion that the essential reason for difference between turfy soil and peat soil were decomposition degree and organic content. The result that worse engineering properties such as higher the moisture content
porosity
compressibility
internal cohesion and the lower specific weight
consolidation coefficient and permeability were due to the lower decomposition degree and higher organic content of turfy soil than peat soil. It can provide reference to the practical projects of turfy soil to distinguish peat soil according to this characteristic. (2012) Trans Tech Publications.
基于路径的非饱和土抗剪强度指标确定方法
期刊论文
2010, 2010
姚攀峰
;
祁生文
;
张明
;
YAO Pan-feng
;
QI Sheng-wen
;
ZHANG Ming
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浏览/下载:2/0
An initialization method for the K-Means algorithm using neighborhood model
期刊论文
COMPUTERS & MATHEMATICS WITH APPLICATIONS, 2009, 卷号: 58, 期号: 3, 页码: 474-483
作者:
Cao, Fuyuan
;
Liang, Jiye
;
Jiang, Guang
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  |  
浏览/下载:9/0
  |  
提交时间:2019/12/16
Neighborhood model
Initial cluster centers
Cohesion degree
Coupling degree
K-Means clustering algorithm
An improved node algorithm based on the evaluation of weighted network node importance
会议论文
JOURNAL OF ALGORITHMS & COMPUTATIONAL TECHNOLOGY, 62-68, 2018
作者:
Lin DengWei
收藏
  |  
浏览/下载:2/0
  |  
提交时间:2019/12/25
Weighted
network
node
importance
edge
weight
node
shrinkage
method
network
cohesion
degree
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