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期刊论文 [46]
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Study of microbially-induced carbonate precipitation for improving coarse-grained salty soil
期刊论文
Journal of Cleaner Production, 2022, 卷号: 365
作者:
Peng, Erxing
;
Hu, Xiaoying
;
Chou, Yaling
;
Sheng, Yu
;
Liu, Shihao
收藏
  |  
浏览/下载:18/0
  |  
提交时间:2022/07/20
Calcite
Carbonation
Chlorine compounds
Compressive strength
Curing
Deterioration
Hydrolysis
Metabolism
Particle size analysis
Precipitation (chemical)
Scanning electron microscopy
Soil testing
Soils
Urea
Carbonate precipitation
Chloride salts
Coarse-grained
Coarse-grained soils
Environmental hazards
MICP method
Saline soil
Salt content
Treatment modality
Urea hydrolysis
Performance of High Speed Railway Subgrade Strengthened by Long-Short Piles-Part I: Experimental Results
期刊论文
GEOTECHNICAL AND GEOLOGICAL ENGINEERING, 2022, 卷号: 40, 期号: 9, 页码: 4775-4785
作者:
Cheng, Xuansheng
;
Xia, Lingyu
;
Zha, Wanxi
;
Zhou, Yingchao
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  |  
浏览/下载:20/0
  |  
提交时间:2022/07/19
CFG pile
Composite subgrade
CSC pile
Subgrade treatment
Cement-improved soil
Test
Bearing Capacity Characteristics and Differential Settlement of Composite Foundation with Column-Hammered and Thrusted-Expanded Piles
期刊论文
INTERNATIONAL JOURNAL OF GEOMECHANICS, 2021, 卷号: 21, 期号: 9
作者:
Cheng, Xuansheng
;
Gong, Lijun
;
Liu, Gongning
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  |  
浏览/下载:2/0
  |  
提交时间:2021/10/14
Composite foundation
CHTEP
Bearing capacity
Differential settlement
Wetting deformation properties of unsaturated collapsible loess
期刊论文
Yantu Gongcheng Xuebao/Chinese Journal of Geotechnical Engineering, 2021, 卷号: 43, 页码: 36-40
作者:
Zhou, Feng-Xi
;
Zhou, Zhi-Xiong
;
Shao, Sheng-Jun
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  |  
浏览/下载:4/0
  |  
提交时间:2022/02/17
Deformation
Geotechnical engineering
Soil mechanics
Textures
Wetting
Collapsibility coefficient
Collapsible loess
Effective stress
Engineering applications
Mechanical mechanisms
Unsaturated loess
Unsaturated soil mechanics
Wetting deformations
Study on negative friction of pile foundation in single homogeneous soil layer in collapsible loess area of Northwest China
期刊论文
ARABIAN JOURNAL OF GEOSCIENCES, 2021, 卷号: 14, 期号: 12
作者:
Ye, Shuaihua
;
Zhao, Zhuangfu
;
Zhu, Yanpeng
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  |  
浏览/下载:2/0
  |  
提交时间:2021/10/14
Collapsible loess
Pile foundation
Negative friction
Load transfer method
Scale model test study on negative skin friction of piles considering the collapsibility of loess
期刊论文
ACTA GEOTECHNICA, 2021, 卷号: 17, 期号: 2, 页码: 601-611
作者:
Zhao, Zhuangfu
;
Ye, Shuaihua
;
Zhu, Yanpeng
;
Tao, Hui
;
Chen, Changliu
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  |  
浏览/下载:6/0
  |  
提交时间:2021/10/14
Collapsibility
Loess
Negative skin friction (NSF)
Pile
Selection Design and Parameter Optimization of Composite Foundations in Collapsible Loess Areas
期刊论文
Geotechnical and Geological Engineering, 2020, 卷号: 38, 期号: 3, 页码: 3175-3201
作者:
Shi, Baozhen
;
Cheng, Xuansheng
;
Gong, Lijun
;
Liu, Gongning
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  |  
浏览/下载:12/0
  |  
提交时间:2020/11/14
Bearing capacity
Bearings (machine parts)
Piles
Railroad transportation
Railroads
Sediments
Soil testing
Structural design
Collapsible loess foundation
Composite foundations
Displacement and stress
Engineering properties
Foundation bearing capacity
Foundation settlement
High
speed railways
Parameter optimization
Water Immersion Deformation of Unsaturated and Compacted Loess
期刊论文
Soil Mechanics and Foundation Engineering, 2020, 卷号: 57, 期号: 2, 页码: 110-116
作者:
Lai, Chun-Jing
;
Zhu, Yan-Peng
;
Guo, Nan
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  |  
浏览/下载:7/0
  |  
提交时间:2020/11/14
Indexing (materials working)
Sediments
Wetting
Deformation Characteristics
Deviatoric stress
Environmental conditions
Evolution characteristics
Humidification levels
Structural characteristics
Structural parameter
Wetting deformations
A new method for evaluating loess collapsibility and its application
期刊论文
2020, 卷号: 264
作者:
Wang, Liqin
;
Shao, Shengjun
;
She, Fangtao
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  |  
浏览/下载:19/0
  |  
提交时间:2019/12/20
Studies of Deformation Properties of Collapsible Loess Foundation under Overburden Pressure with Large Thickness by Centrifugal Model Test
会议论文
Dalian, 2019-9-28~29
作者:
Jin,Songli
;
Xing,Yichuan
;
Yan,Jun
;
Zhao,Weiquan
;
Zhou,Shu
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  |  
浏览/下载:9/0
  |  
提交时间:2020/03/10
loess
collapse under overburden pressure
centrifugal model test
field immersion test
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