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Proceedings of the 2nd International Symposium on Asia Urban GeoEngineering

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Table of Contents

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    Book Overview
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    Chapter 1 Compaction Characteristics of Aeolian Sand with Different Sediment Percentage
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    Chapter 2 Dynamic Effect in Capillary Pressure – Saturation Relationship Using Lattice Boltzmann Simulation
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    Chapter 3 Effect of Water Content on the Strength of Bio-Cemented Sand in Various Drying Process
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    Chapter 4 Electro-Osmotic Chemical Treatment of Marine Clayey Soil Using CaCl 2 Solution
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    Chapter 5 Experimental Study of Fiber-Reinforced Sand Subject to Seepage
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    Chapter 6 One Dimensional Consolidation Theory Considering the Strain Rate Effect
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    Chapter 7 Statistical Damage Constitutive Model for Warm Frozen Clay Considering Effect of Damage Threshold
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    Chapter 8 A Simplified Expression for Ground Movements Induced by Excavations in Soft Clay
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    Chapter 9 A Three-Dimensional Axisymmetric Arc Sliding Method for Checking Basal Heave Stability of Circular Foundation Pits
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    Chapter 10 Analysis of Sand Boiling Failure in Deep Excavations
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    Chapter 11 Case Record of a Strut-free Excavation with Buttress Walls in Soft Soil
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    Chapter 12 Characterization of Barrier Effect of Underground Wall in Pumping Tests
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    Chapter 13 Comparison of Analytical and Numerical Analysis Results of Deep Excavation for Nhon – Hanoi Urban Railway Project in Hanoi, Vietnam
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    Chapter 14 Consideration of the Pile-Soil Friction for Earth Pressure of Limited Soil for Double-Row Piles
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    Chapter 15 Different Methods of Excavation for Basement in Jakarta: Design, Reality and Associated Problems
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    Chapter 16 Evaluation of Performance of Walls in Deep Excavations Using Wall Deflection Paths
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    Chapter 17 Influence of Excavation Construction on Adjacent Existing Retaining Structure
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    Chapter 18 In-situ Experimental Investigation on Pullout Performances and Horizontal Bearing Properties of Bored Piles
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    Chapter 19 On Methods of Estimating the Base Stability of Excavations in Clay
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    Chapter 20 Railway Underground Adjacent Construction and Design Issues in Soft Soil of Taipei Urban Area
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    Chapter 21 Reliability-Based Design of Basal Heave Stability for Braced Excavation Using Three Different Methods
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    Chapter 22 Risk Assessment of Slope Accounting for the Cross-Correlation of Soil Properties
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    Chapter 23 A Study on the Influence of Water Layer on the Seismic Response of Immersed Tunnel
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    Chapter 24 An Empirical Estimation of Settlement-Time Relationship Due to Shield Tunneling in Gravelly Soils
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    Chapter 25 Application of Horizontal MJS Piles in Tunneling Beneath Existing Twin Tunnels
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    Chapter 26 Evaluate the Impact on Adjacent MRT Station from Shield Tunneling by Numerical Analysis and Risk Management – Taking Taipei MRT Circular Line for Example
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    Chapter 27 Shield Tunneling in Gravels – Difficulties and Resolutions
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    Chapter 28 Three Dimension Seepage Flow Numerical Modeling of Slurry Shield with the Permeable Filter Cake
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    Chapter 29 A Load Transfer Approach for Studying the Load-Deformation Response of Vertically Loaded Single Pile
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    Chapter 30 A Nonlinear Calculation Approach of Long-Term Settlement for Pile Groups in Layered Soft Soils
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    Chapter 31 Calibrating Resistance Factor and Factor of Safety of Driven Piles Considering Set-up Effects
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    Chapter 32 Deformation Behavior of Geocell Reinforced Granular Cushion Over Soft Soil with Stone Columns
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    Chapter 33 Investigation of Mechanical Behavior of Foundations Over Unsaturated Sands Reinforced by Stone Columns Using Artificial Neural Networks
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    Chapter 34 One Dimensional Consolidation of Composite Foundation in Multilayered System
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    Chapter 35 Performance of Raft Foundation for a High-Rise Building
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    Chapter 36 The Application of Large-Scale Caisson in Anchorage Foundation for Suspension Bridge in China
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    Chapter 37 A Modified p - y Curve Method for Offshore Pile Foundations Under Cyclic Lateral Loading in Soft Clay
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    Chapter 38 Digital Survey for Retaining Walls - Using Commercial Cameras as Instrument
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    Chapter 39 Effect of Foreshocks of the 2016 Kumamoto Earthquakes on the Aso-Bridge Slope
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    Chapter 40 Field Measurements and Numerical Analyses of a Pumping-Recharge Test in a Deep Confined Aquifer
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    Chapter 41 Synthesis and Characterization of Metakaolin Modified Waste Concrete-Based Geopolymer
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    Chapter 42 Deformation and Failure Behavior of the Isolated Single Stone Column with and Without Geosynthetic Encasement
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    Chapter 43 Numerical Analysis on Strut Responses Due to One-Strut Failure for Braced Excavation in Clays
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    Chapter 44 Numerical Simulation on the Development of Soil Arching Induced by EPBS Tunnelling
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    Chapter 45 Analyses of Ground Response Induced by Diaphragm Wall Installation
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    Chapter 46 Research on Flow Push Pile Effect of Post-liquefied Sand Based on VOF Method
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    Chapter 47 Experimental Investigations on Properties of Soil-Cement Columns: A Case Study
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    Chapter 48 Design of Full Top-Down Basement Construction with Drain Raft Concept Over Coastal Weathered Sedimentary Formation in Malaysia
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    Chapter 49 Revisit of the Surface Surcharge Effect on the Structural Responses of Shield Tunnel in Spatially Varied Soils
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    Chapter 50 Influence of Jack Thrust on H&V Shield Behavior
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    Chapter 51 A Fuzzy Neural Network System for Architectural Foundation Selection
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    Chapter 52 Spatial Variation of Soil Suction and Radiant Energy Around a Tree Vicinity in an Urban Green Infrastructure
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    Chapter 53 Numerical Investigation of the Efficiency of Buttress Walls in Reducing the Diaphragm Wall Deflection by Deep Excavation
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    Chapter 54 Erratum to: Proceedings of the 2nd International Symposium on Asia Urban GeoEngineering
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Title
Proceedings of the 2nd International Symposium on Asia Urban GeoEngineering
Published by
Springer Singapore, November 2017
DOI 10.1007/978-981-10-6632-0
ISBNs
978-9-81-106631-3, 978-9-81-106632-0
Editors

Chen, Renpeng, Zheng, Gang, Ou, Changyu

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The data shown below were compiled from readership statistics for 1 Mendeley reader of this research output. Click here to see the associated Mendeley record.

Geographical breakdown

Country Count As %
Unknown 1 100%

Demographic breakdown

Readers by professional status Count As %
Student > Master 1 100%
Readers by discipline Count As %
Engineering 1 100%