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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 170: Development of Locally Specified Soil Stratification Method with CPT Data Based on Machine Learning Techniques
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Chapter title
Development of Locally Specified Soil Stratification Method with CPT Data Based on Machine Learning Techniques
Chapter number 170
Book title
Geotechnics for Sustainable Infrastructure Development
Published by
Springer, Singapore, January 2020
DOI 10.1007/978-981-15-2184-3_170
Book ISBNs
978-9-81-152183-6, 978-9-81-152184-3
Authors

Sohyun Cho, Byeongho Cho, Seungmin Kang, Hyunki Kim, Cho, Sohyun, Cho, Byeongho, Kang, Seungmin, Kim, Hyunki

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The data shown below were compiled from readership statistics for 3 Mendeley readers of this research output. Click here to see the associated Mendeley record.

Geographical breakdown

Country Count As %
Unknown 3 100%

Demographic breakdown

Readers by professional status Count As %
Unspecified 1 33%
Researcher 1 33%
Student > Master 1 33%
Readers by discipline Count As %
Engineering 2 67%
Unspecified 1 33%