Geotechnical Aspects of Underground Construction in Soft Ground 1st Edition by Chungsik Yoo, Seong Wan Park, Bumjoo Kim, Hoki Ban – Ebook PDF Instant Download/Delivery: 9781138027008, 1138027006
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Product details:
ISBN 10: 1138027006
ISBN 13: 9781138027008
Author: Chungsik Yoo, Seong-Wan Park, Bumjoo Kim, Hoki Ban
This volume comprises three keynote lectures by internationally well-known experts in the field of underground construction, the inaugural Fujita lecture to honor professor Keiichi Fujita, and the regular papers presented at the 8th International Symposium on Geotechnical Aspects of Underground Construction in Soft Ground (IS-Seoul 2014).
Table of contents:
Chapter 1: Organization
Chapter 2: Keiichi Fujita Lecture
Chapter 3: Urban Development: Decision-Making Processes in the Planning of Sub-Structure Construction
Chapter 4: Keynote Lectures
Chapter 5: Geotechnical Optimization in Underground Construction
Chapter 6: The Influence of Tunnelling and Deep Excavation on Piled Foundations
Chapter 7: E-Defense Shaking Test on Large Model of Underground Shaft and Tunnels
Chapter 8: Design, Analysis, and Construction of Tunnels and Underground Space in Soft Ground
Chapter 9: Tunnel Design Underneath the Operating Runway of Incheon Airport
Chapter 10: Evaluation of Movements and Structural Forces Resulting from Bored Tunnelling in Sand
Chapter 11: A New Approach for Seismic Active Thrusts in Deep Excavations
Chapter 12: Physical Modelling and PIV Analyses of an Underground Tunnel Heading
Chapter 13: Effect of Repeated Shear Deformation on Twin Tunneling – Model Test and Finite Element Analysis
Chapter 14: Reinforcing Mechanism of Anchor Type Retaining Wall – Model Test and Numerical Analysis
Chapter 15: Three-Dimensional Arching Effect on Vertical Circular Shafts
Chapter 16: South Toulon Tube: 3D Numerical Back-Analysis on In Situ Measurements
Chapter 17: Evaluation of Piping Stability Under Dynamic Conditions
Chapter 18: Analysis of the Displacement Caused by Construction Conditions at a Rear Side of Sheet Pile Structures on Soft Ground
Chapter 19: Excavation and Tunnelling in Difficult Ground Conditions
Chapter 20: Deflection Behavior of the Steel Pipe-Jacking in Soft Soil Seabed
Chapter 21: Use of Special Jet Grouting Technologies for Tunnel’s Crown and Core Advance Consolidation – Technical Aspects and Case Studies
Chapter 22: Geotechnical Control for Artificial Ground Freezing Works in Tunnel Projects in Hong Kong
Chapter 23: Evaluation of Tunnel Jacking Induced Ground Surface Heave
Chapter 24: Use of 3D Finite Element Method for Back Study of a Failed Basement Excavation in Soft Clay
Chapter 25: Effect of Wall Batter Angle on Soil Nail Walls Performance
Chapter 26: Temporary Support of Excavation Walls – Case Study
Chapter 27: Ground Settlement Trough Due to DOT Shield Tunneling
Chapter 28: Numerical Simulation of Artificial-Freezing Propagation for Subsea-Tunnel Construction: Effect of Refrigerant Temperature and Ground Water
Chapter 29: Physical and Numerical Modelling of Deep Excavation and Tunnel
Chapter 30: Design of Deep Excavations in Fine-Grained Soils Accounting for Changes in Pore Water Pressures
Chapter 31: Study on Characteristics of Grease Flow Resistance by Element Test
Chapter 32: Numerical Investigation of the Effect of Cross Walls in Reducing Ground Settlement Induced by Deep Excavation
Chapter 33: 3D Numerical Modelling of the Impact of Tunnelling in Soft Soil on Buried Pipelines
Chapter 34: Physical Modelling of Soil-Structure Interaction in the Subsidence Area
Chapter 35: Physical and Numerical Experimental Study of Stress-Strain State of the Structure Lining of a Shallow Tunnel
Chapter 36: Tunnel Modelling: Stress Release and Constitutive Aspects
Chapter 37: Permanent Increments of Internal Forces on a Tunnel Lining Due to Dynamic Loadings
Chapter 38: Numerical Modelling of Ground Improvement Techniques Considering Tension Softening
Chapter 39: Passive Load Estimation on Single Piles and Pile Groups from Visco-Plastic Mud-Flow
Chapter 40: 3-Dimensional Numerical Modeling of SPB Shield TBM Tunneling-Induced Ground Settlement Considering Volume Loss Processes
Chapter 41: Comparison of Numerical and Analytical Methods of Analysis of Tunnels
Chapter 42: Interaction Between Underground Construction and Adjacent Structures
Chapter 43: Response of Tunnels Due to Blast Loading
Chapter 44: Advanced Numerical Modelling of Multi-Storey Buildings Response to Tunnelling
Chapter 45: Numerical Modelling of the Interaction Between a Deep Excavation and an Ancient Masonry Wall
Chapter 46: Pile-Tunnel Interaction: A Conceptual Analysis
Chapter 47: Numerical Analysis of a 36 m Deep Diaphragm Wall – Parametric Study
Chapter 48: Important Aspects When Modelling the Interaction Between Surface Structures and Tunnelling in Sand
Chapter 49: Stability Evaluation on Widening of Parallel Tunnels
Chapter 50: Micro-Disturbance Construction in Closely Overlapped Shield Tunneling Based on Automatic Monitoring
Chapter 51: Twist Deformation of Buildings from Ground Movements Due to Skewed-Tunnel Excavation
Chapter 52: Stiffness Reduction in Soft Chicago Clay During Deep Urban Excavations
Chapter 53: Monitoring of Underground Construction
Chapter 54: Stress-Path and Piezometric Head Field Analysis of Soil During Earth Pressure Balanced Shield Tunneling
Chapter 55: Shield Tunneling Analysis and Measures Under Elevated High-Speed Railway
Chapter 56: Application of Close Range Photogrammetry to Passive and Active Retaining Wall Model Tests and Numerical Analysis
Chapter 57: In-Situ Monitoring of Earth Pressures Upon Large Shield Tunnel with Small Overburden
Chapter 58: Monitoring Dataset of Deformations Related to Deep Excavations for North-South Line in Amsterdam
Chapter 59: A Case Study of a Deep Excavation on a Soft Lacustrine Clay of Bogota, Colombia, with Emphasis Between Predicted and Measured Deformations
Chapter 60: Probabilistic Back-Analysis of K0 and Deformation Properties of Fine Soils Found in Line 2 of Santiago Metro, Chile
Chapter 61: Ground Deformation Measurement Due to Model Tunnelling with Tunnel Roof Reinforcement Using Close Range Photogrammetric Technique
Chapter 62: Settlement Analyses of Underground Circular Tunneling in Soft Clay
Chapter 63: Monitoring of Rock Surface Shape Using Laser Scanner
Chapter 64: Monitoring the Effects of Tunnelling Under an Existing Tunnel – Fibre Optics
Chapter 65: Enhancement of Filterability of Fiber Drainage Using Vibrational Energy from Polyvinylidene Fluoride (PVDF) Film
Chapter 66: Risk Management and Mitigation
Chapter 67: Settlements of Buildings and Buried Pipelines Induced by Adjacent Deep Excavation in Shanghai Soft Ground
Chapter 68: Rock Fissure Grouting in Singapore Granite for Building Protection During Station Construction
Chapter 69: Process Simulation as a Tool for TBM Jobsite Logistics Planning
Chapter 70: Some Construction Experiences of a Motorway Road Tunnel Collapse
Chapter 71: Relevant Relations in Order to Better Assess Preconsolidation Pressure Values for the Design of Underground Constructions in Soft Ground
Chapter 72: Field Tests of Long-Range Design Conical Foundations in Karaganda Coal Basin
Chapter 73: Bearing Capacity and Deformation of the Base of Deep Foundations’ Ground Bases
Chapter 74: A Field Case Study on Construction of Underground Passageway with Non-Open Excavation Method
Chapter 75: Macro Earthquake Hazard Map for Liquefaction Potential Using Big Data of Site Investigation
Chapter 76: Sustainable Development of Underground Space and Its Application
Chapter 77: Evaluation of the Driving Safety in a Continuous Tunnel by Using the Driving Simulator
Chapter 78: Case Study of Deep Excavation in Existing Underground Structure of Three-Story Basement and Diaphragm Wall
Chapter 79: Applying Vacuum in One Dimensional and Isotropic Test Carried Out in Remolded Material
Chapter 80: Impact of In Situ Stresses on Underground Cavern Design
Chapter 81: Design Features of Transport Tunnels in Difficult Physical-Geographical Conditions of Kyrgyzstan
Chapter 82: A Preliminary Study on the Structural Stability of Room-and-Pillar Underground Structures
Chapter 83: Earth Pressures Against the Excavation Wall in a Jointed Rock Mass
Chapter 84: Shallow Tunnel Construction Using a New Tunneling Technique: M-CAM
Chapter 85: Effect of Soil-Basement Interaction on Seismic Responses of Structures
Chapter 86: Climate Change and Environmental-Friendly Underground Development
Chapter 87: Outcomes of RRTT, a Predictive Exercise on the Behavior of Tunnels Under Seismic Actions
Chapter 88: Groundwater Drawdown Induced Ground Settlement During Tunneling – Sensitivity Analysis on Influencing Factors
Chapter 89: Construction of Underpassing a Crowded Junction with Shallow Soil Depth (Case Study, Tehran)
Chapter 90: Seismic Tunnel Response in Jointed Rock Mass
Chapter 91: A Review: Microscopic Approach on Geosynthetic-Soil Interface
Chapter 92: Comparison of Effects of Complex Initial Stress State Parameters on Undisturbed Loess Dynamic Properties
Chapter 93: Study on Performance of Energy Textile Installed in Tunnel by CFD Analysis and Field Tests
Chapter 94: Observations on Groundwater Leakage Through Cracks and Segment Joints in a Concrete Segmental Tunnel Lining
Chapter 95: Effect of Polymer Content on Mechanical Properties of Thin Spray-On Liner
Chapter 96: Minimizing Overbreak and Underbreak Using Abrasive Waterjet Technology in Underground Excavation
Chapter 97: Mechanized Tunnelling in Soft Ground
Chapter 98: Soil Pressures at the Cutting Wheel and the Pressure Bulkhead of an EPB-Shield
Chapter 99: Keeping the Face Support in Soft Ground TBM Tunnelling
Chapter 100: EPB Tunnelling in Mixed Geological Formations: A Case Study
Chapter 101: The Behaviour of the Cast In Situ Retaining Walls of Seville Underground
Chapter 102: TBM Face Stability & Excess Pore Pressures in Close Proximity of Piled Bridge Foundations Controlled with 3D FEM
Chapter 103: Directional Control of EPB Shield in Spiral Curve
Chapter 104: Influence of Intermediate Principal Stress on Correction Formula of Bearing Capacity of Rock Foundation
Chapter 105: Hanoi Soft Soils in Salt-Affected Media
Chapter 106: Mechanical Behavior of Ground Due to EPB Shield TBM Tunnel Excavation Passing Through Fractured Zone
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Tags: Chungsik Yoo, Seong Wan Park, Bumjoo Kim, Geotechnical


