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Geotechnics for Sustainable Infrastructure Development

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Table of Contents

  1. Altmetric Badge
    Book Overview
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    Chapter 1 Sven Hansbo Lecture: Deep foundation design - Issues, procedures and inadequacies
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    Chapter 2 Settlement behavior of piled raft foundation supporting residential building adjacent to tall pile foundation building
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    Chapter 3 Settlement and pile response in a long-term vertically loaded piled raft foundation model on saturated clay - Experimental study
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    Chapter 4 Numerical analysis of mechanical factors influencing the bearing capacity of piled raft foundation on saturated overconsolidated clay
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    Chapter 5 Study on effect of vertical load on performance of horizontallyloaded pile foundations through three-dimensional finite element analyses
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    Chapter 6 Vertical loading test of foundation pile of Source of the Nile Bridge in Uganda
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    Chapter 7 Investigation of effectiveness of preloading method for existing foundation underpinning by centrifuge tests
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    Chapter 8 Linear analysis of a circular pile under vertical load in layered soils
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    Chapter 9 Influence of horizontal loading position on lateral resistance characteristics of piles
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    Chapter 10 Influence of cyclic pile behaviour caused by surging and vibratory pile driving on the penetration resistance and bearing capacity
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    Chapter 11 Analytical evaluation of deformation behavior of cantilever type retaining wall using large diameter steel tubular piles into stiff ground
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    Chapter 12 A study on the behavior of pile supported footings on sand
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    Chapter 13 Effects of plugging on toe bearing capacity of open-ended piles
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    Chapter 14 A new end bearing capacity equation on large diameter open-ended steel piles considering plugging effect
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    Chapter 15 A method for the evaluation of ultimate lateral load capacity of pile foundation
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    Chapter 16 Pile foundation supporting a waste water treatment reservoir in Binh Chanh soft clay
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    Chapter 17 The impact of groundwater lowering on pile bearing capacity in Hanoi – Vietnam
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    Chapter 18 Pile design with consideration of down drag
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    Chapter 19 A study on behavior of a rotary press-in pile with wings horizontally loaded
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    Chapter 20 Field trials of large-diameter multi-belled piling method
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    Chapter 21 Evaluation of Bearing Capacity of Steel Rotation Pile
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    Chapter 22 GANPILE method - reasonable pile driving method to embed steel piles into the bedrock
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    Chapter 23 Establishing a constitutive finite element based-model to simulate the dynamic pile test
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    Chapter 24 Experimental studies on model pile foundations reinforced by hard inclusions
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    Chapter 25 Shaking table modeling of battered pile’s behavior under seismic loading
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    Chapter 26 Keynote Lecture: Soil-water-tunnel interaction at the front face of a TBM
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    Chapter 27 Design and construction of first bored tunnel under Ho Chi Minh City Metro Line 1 in Vietnam
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    Chapter 28 TBM (Tunnel Boring Machine) tunneling in urban areas by EPB (Earth Pressure Balance): design consideration of Hanoi pilot light metro line
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    Chapter 29 Pressure Infiltration Characteristics of Foam for EPB Shield Tunnelling
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    Chapter 30 Tunnel Boring Machines for Extremely Tight Radius Curves
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    Chapter 31 Key points of Japanese technology to fabricate RC segments for urban railways in Vietnam
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    Chapter 32 An introduction on the increasing usage of precast concrete arch tunnel in Korea
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    Chapter 33 Holistic approach for the construction monitoring of the Grand Paris Express metro network
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    Chapter 34 Application of Norwegian Method of Tunnelling (NMT) Principles to Bypass Landslides in Mountainous Terrain
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    Chapter 35 On the Application of Slurry Micro-tunneling Method in Vietnam
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    Chapter 36 Geotechnical Characterization and Land Subsidence Analysis for the UMRT Line No.3 in Hanoi
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    Chapter 37 Tunneling induced ground settlements in the first metro line of Ho Chi Minh City, Vietnam
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    Chapter 38 An empirical analysis on measured ground surface settlement induced by TBM tunnelling in Ho Chi Minh city
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    Chapter 39 Analyzing the settlement of adjacent buildings with shallow foundation based on the horizontal displacement of retaining wall
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    Chapter 40 Interaction of Excavation and Adjacent Building with Different Foundation Types Using 3D Decoupled Analysis Method
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    Chapter 41 Research on Deformation of Surrounding Rock and Mechanical Characteristics of Lining of Dolomitic Limestone Tunnel Based on Field Measurement and Numerical Analysis
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    Chapter 42 Effect of Deep Excavation on Deformation of Diaphragm Wall and Adjacent Structures
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    Chapter 43 Closed-form formulation of construction-induced vibrations on existing building at the Metro Line 3 project in Hanoi: Application to control the construction procedures
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    Chapter 44 Stiffness of Soil in Excavation-Induced Deformation Analysis in Vietnam
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    Chapter 45 A Study for the Estimation of TBM Design Parameters by Statistical Analysis
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    Chapter 46 Close proximity tunnelling and measures adopted in MRTA Orange Line – East project
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    Chapter 47 Design and construction of an intricate and anomalistic underground tunneling section
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    Chapter 48 Reliability-based design of deep tunnel excavated in the viscoelastic Burgers rocks
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    Chapter 49 Study of the stress-strain state in the sub-rectangular tunnel
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    Chapter 50 Design and construction of Cisumdawu tunnel, West Java, using umbrella grouting protection
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    Chapter 51 Hypothesis for the calculation of the rock pressure reaction within the secondary stress field of horizontally excavated mining, for different types of quarrying
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    Chapter 52 Dewatering experiences in deep excavation – Case studies in Vietnam
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    Chapter 53 A study of deep excavation using cement deep mixing in Mekong river delta area
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    Chapter 54 Study of excavation failure on expansive soils in Surabaya
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    Chapter 55 Deep excavation of an underground metro station in karstic limestone: a case history in the Klang Valley SSP Line
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    Chapter 56 Application of CDM walls in the construction of basements in HoChi Minh City area
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    Chapter 57 Double diaphragm wall – Design and construction experience
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    Chapter 58 Behavior of braced excavated earth retaining wall using strut-shaped ground improvement in soft clay
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    Chapter 59 Installation of steel pipe piles and steel pipe sheet pile for bridge foundation using vibratory inner-excavation method (NB SYSTEM)
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    Chapter 60 Study for structural performance of hat-type sheet pile for retaining wall
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    Chapter 61 Quantitative evaluation of PFS (Partial Floating Sheet-pile) Method under liquefaction
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    Chapter 62 Centrifuge modelling of geosynthetic-reinforced soil walls at failure
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    Chapter 63 Numerical simulation for centrifuge model tests on the stability of self-standing steel pipe pile retaining wall by Rigid Plastic FEM
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    Chapter 64 Investigation on the effects of wall slenderness on failure behavior of DCM wall using a simplified small-scale physical model test
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    Chapter 65 Advanced soil parameters determination for Ho Chi Minh city soft clay to predict ground movements in deep excavations and tunneling
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    Chapter 66 Environmental impact assessment of an in-service road tunnel during the enlargement project in Vietnam
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    Chapter 67 Determining the LCPC abrasivity of sand and gravel in project of Hanoi pilot light metro line, section Nhon – Hanoi railway station
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    Chapter 68 Prediction of rate of penetration with data from adjacent well using artificial neural network
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    Chapter 69 Keynote Lecture: Recent development of quality control and assurance of deep mixing method
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    Chapter 70 Invited Lecture: Recent trends in the development of deep mixing methods in Japan
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    Chapter 71 Large Soil-Cement Column Applications in Vietnam
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    Chapter 72 Performance of Dry Deep Soil Mixed Columns Supporting a Box Culvert – Lessons Learnt
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    Chapter 73 Point Foundation (PF) Method for Foundations and Embankments
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    Chapter 74 Aanalytical and Numerical Analyses on Stiffness Enhancement of Ground Improved by Head-Enlarged CDM Columns
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    Chapter 75 Strength and Cement Hydration Properties of Cement-Treated Soil
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    Chapter 76 Unconfined Compressive Strength Properties of Cement Treated Soil Subjected to Cyclic Loading During Curing Period
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    Chapter 77 Backfilling Using Fluidized Soil-Cement Mixture Made With Excavated Soil Containing Old Fly Ash
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    Chapter 78 Observation on Consolidation Settlement of Ground Improved by Sand Compaction Pile and Prefabricated Vertical Drain Applied to Dhaka MRT Line 6
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    Chapter 79 The New Compaction Grouting Method With Improved Upheaval Control
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    Chapter 80 Experimental Evaluation of the Effects of Gravel Particles on the Dry Density of Compacted Soil
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    Chapter 81 Study on repair and reinforcement for existing pile foundation using jet grouting
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    Chapter 82 1G laboratory-scale shaking table tests on reduction of liquefaction damage in sand using short gravel compaction piles
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    Chapter 83 Numerical study of effectiveness of horizontal grouting in liquefaction mitigation for existing building foundation
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    Chapter 84 A Case Study of Effectiveness of Large Diameter Jet Grout for Soil Improvement Works in Soft Marine Clay
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    Chapter 85 Effect of SCP Improvement Geometry on Mitigation of Liquefaction-Induced Embankment Settlement
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    Chapter 86 Stabilization for Soft Soil Foundation by Geotextiles
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    Chapter 87 The Effects of Soaking Process on the Bearing Capacity of Soft Clay Reinforced by Nonwoven Geotextile
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    Chapter 88 Application of Vertical Drains to Increase the Capacity of Disposal Pond for Dredged Marine Clay
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    Chapter 89 Long-Term Settlement Analysis of the PVD-Improved Soft Clay Deposit Underlying the Dinh Vu Industrial Zone
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    Chapter 90 The approach of assessing time of preload and surcharge removal during the construction of embankments over soft soils
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    Chapter 91 Basal reinforcement for embankments on soft tropical soil
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    Chapter 92 Diatomaceous soils: a less than cromulent engineering material
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    Chapter 93 Rice Husk Ash Burnt in Simple Conditions for Soil Stabilization
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    Chapter 94 Consolidation of Soft Soil Layer: Numerical Investigation and Perspective for the Utilization of Hard Coal Ash Discharged from Thermal Power Plants for the Ground Improvement Action
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    Chapter 95 Utilization of Construction and Demolition Waste (CDW) for Unbound Road Subbase in Hanoi, Vietnam
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    Chapter 96 Effects of Wood Chips Types and Mixing Ratio to the Compression Characteristics of Steelmaking Slag Mixed with Wood Chips
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    Chapter 97 A Study of Swelling Characteristics of Expansive Soils on High Speed Railway Project Area in India
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    Chapter 98 Geotechnical Properties of Hai Phong and Ninh Binh Clays in the Red River Delta
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    Chapter 99 Evaluation of Survival Rate of Licorice ( Glycyrrhiza uralensis Fisch) in Semi-Arid Region by Statistical Analysis
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    Chapter 100 Various Factors on Strength and Deformation Property of Liquefied Stabilized Soil Prepared at Field
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    Chapter 101 Keynote Lecture: Developments in Landslide Analysis
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    Chapter 102 Toward Standardizing the Search for Critical Slip Surface in Slope Stability Analysis
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    Chapter 103 Slope Stability Analyses Incorporating Soil improvement Methods for Valuable Urban Area
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    Chapter 104 Applying of Multi-Plane Slip Surface Analysis Using Elevation Data of Terrain Before and After Slope Disaster to Investigate Landslide Mechanism
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    Chapter 105 Estimation of Change in Slope Stability Due to Rainfall Varied with Time, Based on Unsaturated Soil Mechanics
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    Chapter 106 Susceptibility Assessment of Slope Failures in Singapore Using GIS-Based Prediction Models
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    Chapter 107 Geotechnical and Seismic Considerations in the Design of Highway Embankments
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    Chapter 108 Geotechnical and Seismic Design Considerations for Mine Tailings Dam
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    Chapter 109 A Case History of Piling Work Utilizing the Press-in Method on a Steep Slope
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    Chapter 110 Seismic Damage Investigation for River Levees Reinforced by Steel Sheet Piling Method Due to the 2016 Kumamoto Earthquake
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    Chapter 111 Multiple Solutions to Stabilize a Deep-Seated Landslide
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    Chapter 112 Retaining System Against Rockfall Near a Highway in Vietnam—A Case Study
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    Chapter 113 How to Reduce Landslides by Preventive Actions
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    Chapter 114 Liquefaction Behavior of Dense Sand Relating to the Degree of Saturation
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    Chapter 115 Effect of Rainfall Pattern on Slope Stability
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    Chapter 116 Cyclone-triggered debris flow hazard on Takaka Hill, Tasman District, South Island, New Zealand
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    Chapter 117 Ground damage during large earthquakes: liquefaction and slope collapse
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    Chapter 118 A Case Study on Surveys and Design for Maintaining Important Traffic Infrastructure Against Landslides in Sri Lanka (Landslide Disaster Protection Project), and Experience for Vietnam
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    Chapter 119 Features of Large-Scale Landslide at Hau Thao Area, Sa Pa Town, Lao Cai Province
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    Chapter 120 Geotechnical Analysis of a Landslide in Nakorn Si Thammarat Province, Southern Thailand
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    Chapter 121 Assessment Riverbank Stability of the Red Riverbank: Case Study in the Riverbank from Km 20 to km 27, Ba Vi, Hanoi
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    Chapter 122 Sinking of Hill Road and Gravitational Deformation, a Study in South Asia and Experience for Vietnam
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    Chapter 123 Influence of Flow Velocity and Nutrient Availability on Microbially Mediated Reduction of Erosion Susceptibility of Sand
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    Chapter 124 Effects of Internal Erosion on Levee Instability
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    Chapter 125 Coastal erosion, river bank erosion and landslides in the Mekong Delta: Causes, effects and solutions
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    Chapter 126 Coastal erosion in An Minh - An Bien, Kien Giang province, causes and countermeasures
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    Chapter 127 The effect of isotropic preloading on static liquefaction of sandy soils
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    Chapter 128 Shear Strength of an Unsaturated Silty Soil Subjected to Creep Deformation
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    Chapter 129 Rate Effect on the Residual Interface Strength Between two Different Soil Layers
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    Chapter 130 A Simple Prediction Model for Shallow Groundwater Level Rising in Natural Slopes Based on Finite Element Analysis
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    Chapter 131 Bioelectric Potential of Plant Undertaking Shear Strength on Shear Test
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    Chapter 132 Keynote Lecture: Application of Advanced Numerical Analysis in Geotechnical Engineering Design
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    Chapter 133 Invited Lecture: New Horizons in Displacement Monitoring Using Satellite Technology in Rock and Geotechnical Engineering
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    Chapter 134 Simulation of Cement-Treated Soils Considering Softening Behavior
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    Chapter 135 Centrifuge Model Study on Cantilever Steel Tubular Pile Wall Embedded in Soft Rock
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    Chapter 136 3D-DEM Analysis of Soil Loosening Behavior Between Micro-Piles Focused on Pile Layout and Spacing
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    Chapter 137 The Behavior of Expansive Particle Packing – DEM Simulation Using PFC3D Code
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    Chapter 138 Numerical Modeling of Brittle Materials by Damage Plasticity Model: Determination of Parameters with Consideration of Size Effects Due to Tensile Cracking and Compressive Crushing
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    Chapter 139 Numerical Study on Liquefaction Caused by Love Wave Strain Condition by 3D Discrete Element Method
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    Chapter 140 Spatial Distribution of Volcanic Ash Soil Layers by Cokriging Interpolation Method in Mashiki Town, Kumamoto
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    Chapter 141 Applying Stratigraphic Classification Estimation Using Neural Networks to Coastal Regions of the Fukuoka Plain, Japan
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    Chapter 142 Geotechnical Information Construction Methods for Liquefaction Assessment
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    Chapter 143 Machine Learning Scheme of the Degree of Liquefaction Assessment only from the Health Monitoring Device Installed in Individual Wooden House
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    Chapter 144 Assessing the Degree of Slaking Deterioration of Rock Materials by Focusing on Grain Refinement
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    Chapter 145 Liquefaction Inside and Outside Bands and Liquefaction Layer Characteristics Related to the 2016 Kumamoto Earthquake
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    Chapter 146 Back-Analysis of the Vung Tau Full-Scale Trial Using FEA Simulation of Geogrid Stabilisation and the Geocell Mattress
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    Chapter 147 Calculation of Bearing Capacity Factors of Strip Footing Using the Nodebased Smoothed Finite Element Method (NS-FEM)
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    Chapter 148 Bearing Capacity of Footing Resting on Sand for Eccentric Vertical Load
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    Chapter 149 Additional Settlement of Footing Due to Loads Acting on Adjacent Foundation
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    Chapter 150 Investigation of the Structure-Soil-Structure Interaction Between Two Structures in Centrifuge Test
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    Chapter 151 Geotechnical Modelling of Optimization of Technological Parameters of the Tailing Dam Alluvium
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    Chapter 152 Introduction of a Latest-Model Ground Water Flow Meter and Its Application in Ho Chi Minh City
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    Chapter 153 Development of a Wide Area Satellite-Based Surveillance System Utilizing RTK-GNSS to Monitor Displacement of Slopes and Infrastructure
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    Chapter 154 Cloud-Based 3D Data Processing and Modeling for UAV Application in Disaster Response and Construction Fields
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    Chapter 155 Development of an Integrated and Automated Displacement Measurement System and Its Application to Monitoring Dams
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    Chapter 156 Current Status of QZSS and Pilot Experiments in South East Asia
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    Chapter 157 Displacement Monitoring Using GPS at an Unstable Steep Slope and the Performance of a New Low-Cost GPS Sensor
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    Chapter 158 Application of Internet of Things Technology in the Man-Made Slopes Monitoring in Taipei City
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    Chapter 159 A New Rainfall Threshold Model for Predicting Ground Movement Occurrences Based on Geotechnical Monitoring Data the at the Hai Van Pass
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    Chapter 160 Utilization of Geoinformatics for Geohazard Assessment in Philippine Infrastructures
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    Chapter 161 Unstable Slope Monitoring and Early Warning by Multi-point Tilting Sensor and Pipe Strain Gauge
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    Chapter 162 Early Warning Systems for Flash Floods and Debris Flows in Vietnam: A Review
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    Chapter 163 Experimental Analysis of Resilient Modulus of Open-Graded Aggregate Material
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    Chapter 164 Pull-Out Experiment of Two-Dimensional Model Flip-Type Ground Anchors Installed in Dry Sand Ground
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    Chapter 165 Multi-Stepwise Strain-Rate Loading Consolidation Test to Evaluate Strain Rate Dependency
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    Chapter 166 The Micromechanical Features of Shear Bands in Sandy Soils Subject to Reverse Fault Offsets
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    Chapter 167 Degradation Study of an Earthen Historical Rampart of Meknes City (Morocco) Using Ultrasonic Non-destructive Testing
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    Chapter 168 Characteristic Behavior of Hydration of Magnesium Oxide
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    Chapter 169 Numerical Analysis of Phytoremediation for Cr 6+ Contaminated Ground
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    Chapter 170 Development of Locally Specified Soil Stratification Method with CPT Data Based on Machine Learning Techniques
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    Chapter 171 Keynote Lecture: Considerations in the Design of Piles in Soft Rock
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    Chapter 172 Invited Lecture: Application Geosynthetics in the Construction of Sea Dike and Shore Protection
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    Chapter 173 Rehabilitation of the Coastal Road Retaining Wall Using the Press-in Technology
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    Chapter 174 Monitoring of the Liquefaction of Nazaré’s North Breakwater Foundations
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    Chapter 175 On the Application and Benefits of an Integrated Geophysical and Geotechnical Digital Ground Model to Optimize a Site Investigation Survey for an Offshore Wind Farm Project
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    Chapter 176 Research on Forecasting the Effect of Sea Level Rise on the Riverbed Eccretion and Erosion Process in Sai Gon – Dong Nai River System, HCMC Area
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    Chapter 177 Geotechnical Modelling to Appraise the Tavira (Portugal) New Fishing Harbor’s Soft Soils Compressibility
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    Chapter 178 Sand Densification Using Combination of Vibroflotation and Stone Column for Coastal Reclamation in Lampung, Indonesia
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    Chapter 179 The Negative Impacts of Artificial Islands on the Beach Erosion in the Eastern of Phu Quoc Island
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    Chapter 180 Study on the Performance of Coastal Reclamation and qc / N Correlation of Calcareous Sands in Makassar
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    Chapter 181 Site Characterization for Container Terminal Project at North Coast of Jakarta City by In-Situ Testing
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    Chapter 182 Pressuremeter Test in Municipal Solid Waste for Coastal Reclamation Project
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    Chapter 183 Evaluation of the Degree of Consolidation of Coastal Reclaimed Lands Based on Settlement Data and CPTu
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    Chapter 184 Basin Evaluation of CO 2 Geological Storage Potential in Malay Basin, Malaysia
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    Chapter 185 Effects of Earthquake on the Secondary Consolidation of Saturated Clay
Attention for Chapter 125: Coastal erosion, river bank erosion and landslides in the Mekong Delta: Causes, effects and solutions
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Chapter title
Coastal erosion, river bank erosion and landslides in the Mekong Delta: Causes, effects and solutions
Chapter number 125
Book title
Geotechnics for Sustainable Infrastructure Development
Published by
Springer, Singapore, January 2020
DOI 10.1007/978-981-15-2184-3_125
Book ISBNs
978-9-81-152183-6, 978-9-81-152184-3
Authors

Nguyen Van Tho

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Geographical breakdown

Country Count As %
Unknown 5 100%

Demographic breakdown

Readers by professional status Count As %
Student > Master 3 60%
Student > Doctoral Student 2 40%
Readers by discipline Count As %
Environmental Science 1 20%
Pharmacology, Toxicology and Pharmaceutical Science 1 20%
Agricultural and Biological Sciences 1 20%
Earth and Planetary Sciences 1 20%
Engineering 1 20%
Other 0 0%