Coverart for item
The Resource Advances in industrial and civil engineering, [edited by Lehua Wang and Gang Xu]

Advances in industrial and civil engineering, [edited by Lehua Wang and Gang Xu]

Label
Advances in industrial and civil engineering
Title
Advances in industrial and civil engineering
Statement of responsibility
[edited by Lehua Wang and Gang Xu]
Creator
Contributor
Subject
Genre
Language
eng
Summary
Annotation
Member of
Dewey number
624.1513
Illustrations
illustrations
Index
index present
Literary form
non fiction
http://bibfra.me/vocab/lite/meetingDate
2012
http://bibfra.me/vocab/lite/meetingName
International Symposium on Multi-field Coupling Theory of Rock and Soil Media and Its Applications
Nature of contents
  • dictionaries
  • bibliography
http://library.link/vocab/relatedWorkOrContributorName
  • Wang, Lehua,
  • Xu, Gang,
Series statement
Advanced materials research,
Series volume
v. 594-597
http://library.link/vocab/subjectName
  • Environmental engineering
  • Soils
  • Rock mechanics
  • Soil mechanics
  • Rocks
  • Fluid dynamics
Summary expansion
This volume celebrates the invaluable work of the authors in the fields of architectural design and theory, urban planning, design and engineering, landscape planning and design, novel constructional materials and functional materials, analysis and technology
Label
Advances in industrial and civil engineering, [edited by Lehua Wang and Gang Xu]
Instantiates
Publication
Note
Selected, peer reviewed papers from the 2012 global conference on civil, structural and environmental engineering (GCCSEE 2012) & the 3rd International Symposium on Multi-field Coupling Theory of Rock and Soil Media and its Applications, October 20-21, 2012, Yichang, China
Antecedent source
unknown
Bibliography note
Includes bibliographical references and index
Color
multicolored
Contents
  • Advances in Industrial and Civil Engineering; Preface, Conference Organization and Committees; Table of Contents; Chapter 1: Geological and Geotechnical Engineering; Numerical Study of the Rock Fragmentation by Three TBM Cutters; Energy Variation Characteristics of Exploding Ground Motion within Typical Loess Field of China; Influence of Matric Suction on the Stability of Unsaturated Slope; The Effects of Fines on Post Liquefaction Strength and Deformation Characteristics of Sand; Application of Improved Gray Correlation Analysis Model to the Estimation of Country Rock Stability
  • Application of NMR in the Study of Shale Gas ReservoirResearch on Similar Material of Physical Model for Bai Jiabao Landslide; Research and Application on Laws of Consolidation Time Calculate in Saturated Soft Clay Soil by Using Vacuum-Surcharge Combined Preloading Method; The Review of Experimental Studies on Non-Coaxial Soil Behaviour Using HCA; Comparative Analysis of Single Belled Wedge Pile with Conventional Piles under Lateral Load; Study of Dynamic Coordinates Time Function in Mine Subsidence; Fracture Characteristics of High Pressure Granite under Unloading Condition
  • Calculation and Analysis of Rock Stress State near the BitThe Study on Key Issues of Slope Instability during Turning Open-Pit into Underground Mining; Experimental Comparison Study of Stress Sensitivity at Different Levels of Permeability Core; Influence of Underground Mining on Failure Mode and Stability of Counter-Tilt Slope in Surface Mines; Study on the Regularity of Surface Movement and Deformation in Long Coal Face with Large Mining Height; Study on the Treatment Measures of Expansive Rock Slope
  • Study on the Impact of Cyclic Wetting and Drying on the Shear Strength of Stabilized Expansive SoilsAnalysis on Mesoscopic Dynamic of Soft Soil Foundation in the Pearl River Delta Region Based on the Vacuum Preloading Method; Model Test Based on Mechanical Characteristics of Slope Anchor and Water Influence; Rheological Test and Research of Deep Clay; Impact Assessment on the Ore Body under the Tower Footing of 500kV Transmission Line; Study on Foundation Structure for Comprehensive Power Generation of Offshore Renewable Energy
  • Stability Analysis of Unsaturated Soil Slopes under Rainfall InfiltrationStudies of the Numerical Simulation of Sediment Scour for Wind Power Station in Intertidal Zone; Geological Characteristics and Waterflooding Strategy for Yuanshi Low Permeability Sandstone Reservoir; Quantitative Study for the Impact of Fines Content on Soil Surface Cracking; Stability and Seismic Behavior of Landslide with Deep Overburden Layer in Kala Hydropower Station, China; Geological Protection Project of the Longmen Grottoes in Luoyang
Control code
ocn842142142
Dimensions
unknown
Extent
1 online resource (3083 pages)
File format
unknown
Form of item
online
Isbn
9783038139171
Level of compression
unknown
Note
eBooks on EBSCOhost
Other physical details
illustrations (some color)
Quality assurance targets
not applicable
Reformatting quality
unknown
Sound
unknown sound
Specific material designation
remote
System control number
(OCoLC)842142142
Label
Advances in industrial and civil engineering, [edited by Lehua Wang and Gang Xu]
Publication
Note
Selected, peer reviewed papers from the 2012 global conference on civil, structural and environmental engineering (GCCSEE 2012) & the 3rd International Symposium on Multi-field Coupling Theory of Rock and Soil Media and its Applications, October 20-21, 2012, Yichang, China
Antecedent source
unknown
Bibliography note
Includes bibliographical references and index
Color
multicolored
Contents
  • Advances in Industrial and Civil Engineering; Preface, Conference Organization and Committees; Table of Contents; Chapter 1: Geological and Geotechnical Engineering; Numerical Study of the Rock Fragmentation by Three TBM Cutters; Energy Variation Characteristics of Exploding Ground Motion within Typical Loess Field of China; Influence of Matric Suction on the Stability of Unsaturated Slope; The Effects of Fines on Post Liquefaction Strength and Deformation Characteristics of Sand; Application of Improved Gray Correlation Analysis Model to the Estimation of Country Rock Stability
  • Application of NMR in the Study of Shale Gas ReservoirResearch on Similar Material of Physical Model for Bai Jiabao Landslide; Research and Application on Laws of Consolidation Time Calculate in Saturated Soft Clay Soil by Using Vacuum-Surcharge Combined Preloading Method; The Review of Experimental Studies on Non-Coaxial Soil Behaviour Using HCA; Comparative Analysis of Single Belled Wedge Pile with Conventional Piles under Lateral Load; Study of Dynamic Coordinates Time Function in Mine Subsidence; Fracture Characteristics of High Pressure Granite under Unloading Condition
  • Calculation and Analysis of Rock Stress State near the BitThe Study on Key Issues of Slope Instability during Turning Open-Pit into Underground Mining; Experimental Comparison Study of Stress Sensitivity at Different Levels of Permeability Core; Influence of Underground Mining on Failure Mode and Stability of Counter-Tilt Slope in Surface Mines; Study on the Regularity of Surface Movement and Deformation in Long Coal Face with Large Mining Height; Study on the Treatment Measures of Expansive Rock Slope
  • Study on the Impact of Cyclic Wetting and Drying on the Shear Strength of Stabilized Expansive SoilsAnalysis on Mesoscopic Dynamic of Soft Soil Foundation in the Pearl River Delta Region Based on the Vacuum Preloading Method; Model Test Based on Mechanical Characteristics of Slope Anchor and Water Influence; Rheological Test and Research of Deep Clay; Impact Assessment on the Ore Body under the Tower Footing of 500kV Transmission Line; Study on Foundation Structure for Comprehensive Power Generation of Offshore Renewable Energy
  • Stability Analysis of Unsaturated Soil Slopes under Rainfall InfiltrationStudies of the Numerical Simulation of Sediment Scour for Wind Power Station in Intertidal Zone; Geological Characteristics and Waterflooding Strategy for Yuanshi Low Permeability Sandstone Reservoir; Quantitative Study for the Impact of Fines Content on Soil Surface Cracking; Stability and Seismic Behavior of Landslide with Deep Overburden Layer in Kala Hydropower Station, China; Geological Protection Project of the Longmen Grottoes in Luoyang
Control code
ocn842142142
Dimensions
unknown
Extent
1 online resource (3083 pages)
File format
unknown
Form of item
online
Isbn
9783038139171
Level of compression
unknown
Note
eBooks on EBSCOhost
Other physical details
illustrations (some color)
Quality assurance targets
not applicable
Reformatting quality
unknown
Sound
unknown sound
Specific material designation
remote
System control number
(OCoLC)842142142

Library Locations

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