Geotechnics for Sustainable Infrastructure Development 1st edition by Phung Duc Long, Nguyen Tien Dung 9811521843 9789811521843

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ISBN-10 :  9811521843

ISBN-13 :  9789811521843

Author:  Phung Duc Long, Nguyen Tien Dung  

This book presents 09 keynote and invited lectures and 177 technical papers from the 4th International Conference on Geotechnics for Sustainable Infrastructure Development, held on 28-29 Nov 2019 in Hanoi, Vietnam. The papers come from 35 countries of the five different continents, and are grouped in six conference themes:  1) Deep Foundations; 2) Tunnelling and Underground Spaces; 3) Ground Improvement; 4) Landslide and Erosion; 5) Geotechnical Modelling and Monitoring; and 6) Coastal Foundation Engineering. The keynote lectures are devoted by Prof. Harry Poulos (Australia), Prof. Adam Bezuijen (Belgium), Prof. Delwyn Fredlund (Canada), Prof. Lidija Zdravkovic (UK), Prof. Masaki Kitazume (Japan), and Prof. Mark Randolph (Australia). Four invited lectures are given by Prof. Charles Ng, ISSMGE President, Prof.Eun Chul Shin, ISSMGE Vice-President for Asia, Prof. Norikazu Shimizu (Japan), and Dr.Kenji Mori (Japan).

Geotechnics for Sustainable Infrastructure Development 1st table of contents:

Part I Deep Foundation
1 Sven Hansbo Lecture: Deep foundation design – Issues, procedures and inadequacies
1. INTRODUCTION
2. DESIGN ISSUES
3. DESIGN CRITERIA
4. DESIGN PROCEDURES
5. GROUND CHARACTERISATION
6. DEEP FOUNDATION INTERACTIONS
7. DESIGN TOOLS
8. SOME INADEQUACIES OF COMMONDESIGN PROCEDURES
9. CONCLUSIONS
10. REFERENCES
2 Settlement behavior of piled raft foundation supporting residential building adjacent to tall pile
1. INTRODUCTION
2. BUIDING AND SOIL CONDITIONS
3. FOUNDATION DESIGN
4. INSTRUMENTATION
5. RESULTS OF MONITORING
6. CONCLUSION
7. REFERENCES
3 Settlement and pile response in a long-term vertically loaded piled raft foundation model on satur
1. INTRODUCTION
2. EXPERIMENT DESCRIPTION
3. EXPERIMENTAL RESULTS
4. CONCLUSIONS
5. REFERENCES
4 Numerical analysis of mechanical factors influencing the bearing capacity of piled raft foundation
1. INTRODUCTION
2. OVERVIEW OF SUBLOADING MODIFIEDCAM CLAY MODEL
3. OUTLINE OF SUBLOADING MODIFIEDCAMCLAY MODEL
4. SIMULATION RESULTS AND DISCUSSION
5. CONCLUSION
6. REFERENCES
5 Study on effect of vertical load on performance of horizontally loadedpile foundations through thr
1. INTRODUCTION
2. VALIDATION OF NUMERICAL MODEL
3. EFFECT OF VERTICAL LOAD
4. CONCLUSIONS
5. REFERENCES
6 Vertical loading test of foundation pile of Source of the Nile Bridge in Uganda
1. INTRODUCTION
2. INSTRUCTIONS
3. TESTS AND RESULTS
4. CONCLUSIONS
5. REFERENCES
7 Investigation of effectiveness of preloading method for existing foundation underpinning by centri
1. INTRODUCTION
2. PRELOADING METHOD
3. CENTRIFUGE TESTING
4. RESULTS AND DISCUSSION
5. CONCLUSIONS
6. ACKNOWLEDGE
7. REFERENCES
8 Linear analysis of a circular pile under vertical load in layered soils
1. INTRODUCTION
2. PILE-SOIL MODEL
3. DISPLACEMENT-STRAIN-STRESS RELATIONSHIPS
4. GOVERNING EQUILIBRIUM EQUATIONS
5. DISPLACEMENT APPROXIMATION
6. NEW METHOD
7. MODIFICATION OF SOIL MODULI
8. COMPARISON WITH PREVIOUS AND 3D FINITE ELEMENT ANALYSES
9. CASE STUDY
10. CONCLUSION
11. REFERENCES
9 Influence of horizontal loading position on lateral resistance characteristics of piles
1. INTRODUCTION
2. EXPERIMENT OUTLINE
3. EXPERIMENTAL RESULTS
4. CONCLUSIONS
5. ACKNOWLEDGEMENTS
6. REFERENCES
10 Influence of cyclic pile behaviour caused by surging and vibratory pile driving on the penetratio
1. INTRODUCTION
2. EXPERIMENT DESCRIPTION
3. RESULTS OF EXPERIMENTS
4. CONCLUSIONS
5. ACKNOWLEDGEMENT
6. REFERENCES
11 Analytical evaluation of deformation behavior of cantilever type retaining wall using large diame
1. INTRODUCTION
2. CENTRIFUGE MODEL TESTS
3. CALCULATION OF ELASTO-PLASTIC METHOD
4. 3D-FEM OF TUBULAR PIPE WALL
5. CONCLUSIONS
6. ACKNOWLEDGEMENTS
7. REFERENCES
12 A study on the behavior of pile supported footings on sand
1. INTRODUCTION
2. HISTORY
3. OBJECTIVE AND METHODOLOGY
4. DETAILS OF THE MODEL STUDY
5. RESULT, ANALYSES AND DISCUSSIONS
6. CONCLUSIONS
7. REFERENCES
13 Effects of plugging on toe bearing capacity of open-ended piles
1. INTRODUCTION
2. MATERIAL AND TEST METHODS
3. RESULTS AND DISCUSSION
4. CONCLUSIONS
5. ACKNOWLEDGEMENTS
6. REFERENCES
14 A new end bearing capacity equation on large diameter open-ended steel piles considering plugging
1. INTRODUCTION
2. INSTRUCTIONS
3. THE RESULTS OF FINITE ELEMENT ANALYSIS
4. DEVELOPMENT BEARING CAPACITY EQUATION
5. CONCLUSIONS
6. REFERENCES
15 A method for the evaluation of ultimate lateral load capacity of pile foundation
1. INTRODUCTION
2. OVERVIEW
3. EVALUATION OF ULTIMATE LATERAL LOAD CAPACITY OF PILE FOUNDATION
4. EXAMPLE
5. CONCLUSION
6. REFERENCES
16 Pile foundation supporting a waste water treatment reservoir in Binh Chanh soft clay
1. INTRODUCTION
2. SITE CONDITION
3. PILING RECORD DATA
4. DISCUSSIONS
5. CONCLUSIONS
6. REFERENCES
17 The impact of groundwater lowering on pile bearing capacity in Hanoi – Vietnam
1. INTRODUCTION
2. EFFECTS OF GROUNDWATER LOWERING IN A BORED PILE IN HA NOI
3. PREDICTING EFFECTS OF GROUNDWATER LOWERING IN HANOI
4. CONCLUSIONS
5. ACKNOWLEDGEMENT
6. REFERENCES
18 Pile design with consideration of down drag
1. INTRODUCTION
2. ASSUMPTIONS OF PILE DESIGN
3. EXAMPLE AND CASE STUDY
4. CONCLUSIONS
ACKNOWLEDGMENT
5. REFERENCES
19 A study on behavior of a rotary press-in pile with wings horizontally loaded
1. INTRODUCTION
2. PROPERTY CHANGE OF SOIL AROUND A PRESS-IN PILE WITH WINGS
3. EFFECT OF DW/DP ON CAVITY
4. HORIZONTAL LOADING TEST OF A FULL-SCALE PILE
5. CONCLUSIONS
20 Field trials of large-diameter multi-belled piling method
1. INTRODUCTION
2. OUTLINE OF CONSTRUCTION METHOD
3. FIELD TRIAL CONSTRUCTIONS
4. CONCLUSIONS
5. REFERENCES
21 Evaluation of Bearing Capacity of Steel Rotation Pile
1. INTRODUCTION
2. FIELD TESTING TO CONFIRM BEARING CAPACITY OF STEEL PIPE PILE IN GEOLOGICAL CONDITION OF VIETNAM
3. TESTING OF BEARING CAPACITY OF STEEL ROTATION PILE INCLUDING TIP AND FRICTION BEARING CAPACITY
4. CONCLUSIONS
5. REFERENCES
22 GANPILE method – reasonable pile driving method to embed steel piles into the bedrock
1. INTRODUCTION
2. APPLICATION TO PERMANENT STRUCTURES
3. BEARING CAPACITY EVALUATION METHOD
4. CONCLUSIONS
5. REFERENCES
23 Establishing a constitutive finite element based-model to simulate the dynamic pile test
1. INTRODUCTION
2. NUMERICAL MODELLING
3. CONCLUSION
4. REFERENCES
24 Experimental studies on model pile foundations reinforced by hard inclusions
1. INTRODUCTION
2. CARRYING OUT EXPERIMENTAL STUDIES
3. RESULTS OF EXPERIMENTAL STUDIES
4. CONCLUSIONS
5. REFERENCES
25 Shaking table modeling of battered pile’s behavior under seismic loading
1. INTRODUCTION
2. FACILITIES AND TEST SET UP
3. RESULTS AND DISCUSSION
4. CONCLUSIONS
5. REFERENCES
Part II Tunnelling and Underground Spaces
26 Keynote Lecture: Soil-water-tunnel interaction at the front face of a TBM
1. INTRODUCTION
2. FIELD MEASUREMENTS
3. EXCESS PORE PRESSURES AND HYDRAULIC GRADIENTS
4. PENETRATION EXPERIMENTS
5. PLASTERING OF THE TUNNEL FACE
6. CALCULATION EXAMPLES
7. CONCLUSIONS
8. REFERENCES
27 Design and construction of first bored tunnel under Ho Chi Minh City Metro Line 1 in Vietnam
1. INTRODUCTION
2. GEOTECNICAL CONDITION
3. TUNNEL BORING MACHINE
4. SEGMENT LINING
5. GROUND MOVEMENT DUE TO TBM DRIVING
6. CONCLUSION
7. ACKNOWLEDGEMENT
8. REFERENCES
28 TBM (Tunnel Boring Machine) tunneling in urban areas by EPB (Earth Pressure Balance): design cons
1. INTRODUCTION
2. GEOLOGIC CONDITION
3. EPB TBM BASED ON PROJECT CONDITIONS
4. CHOSEN TBM TECHNICAL SPECIFICATION
5. TBM CONTROL PLAN
6. GROUND CONDITIONING
7. CONCLUSIONS
8. REFERENCES
29 Pressure infiltration characteristics of foam for EPB shield tunnelling
1. INTRODUCTION
2. DEFINITIONS
3. EXPERIMENTS
4. RESULTS AND DISCUSSION
5. CONCLUSIONS
6. ACKNOWLEDGEMENTS
7. REFERENCES
30 Tunnel boring machines for extremely tight radius curves
1. INTRODUCTION
2. DESIGN CONSIDERATIONS
3. DEVELOPMENT OF ARTICULATION SYSTEMS
4. DESIGN RANGE
5. OTHER SPECIAL FEATURES
6. RECENT CASE HISTORIES
7. CONCLUSIONS
8. REFERENCES
31 Key points of Japanese technology to fabricate RC segments for urban railways in Vietnam
1. INTRODUCTION
2. MANUFACTURING TECHNOLOGY FOR RC SEGMENT
3. KEY POINTS OF JAPANESE TECHNOLOGY TO FABRICATE RC SEGMENTS FOR URBAN RAILWAYS IN VIETNAM
4. CONCLUSION
5. REFERENCES
32 An introduction on the increasing usage of precast concrete arch tunnel in Korea
1. INTRODUCTION OF “S.K.M. PROJECT” CONSTRUCTED USING PRECAST ARCH SEGMENTS
2. EXAMPLES OF APPLICATION WITH ASYMMETRIC EARTH PRESSURE LOAD CONDITION
3. UNDERGROUND PROTECTION STRUCTURE
4. CONCLUSION
5. REFERENCES
33 Holistic approach for the construction monitoring of the Grand Paris Express metro network
1. INTRODUCTION
2. AUTOMATIC MONITORING SYSTEM
3. INSAR MONITORING DATA
4. CONCLUSION
5. REFERENCES
34 Application of Norwegian Method of Tunnelling (NMT) principles to bypass landslides in mountainou
1. INTRODUCTION
2. NORWEGIAN METHOD OF TUNNELLING PRINCIPLES
3. ROCK MASS CHARACTERIZATION AND DESIGN OF ROCK SUPPORT
4. SITE INVESTIGATIONS
5. NUMERICAL VERIFICATION OF ROCK SUPPORT
6. NORWEGIAN EXAMPLES OF ROAD TUNNELS BYPASSING UNSTABLE SLOPING AREAS
7. CONCLUSIONS
8. REFERENCES
35 On the application of slurry micro-tunneling method in Vietnam
1. INTRODUCTION
2. GENERAL ON MICRO-TUNNELING AND ITS APPLICATIONS
3. SLURRY METHOD
4. DESIGN OF SHAFT
5. JACKING FORCE
6. PROPOSED CASE STUDY IN HANOI
7. CONCLUSIONS
8. ACKNOWLEDGEMENTS
9. REFERENCES
36 Geotechnical characterization and land subsidence analysis for the UMRT line No.3 in Hanoi
1. INTRODUCTION
2. CHARACTERIZATION OF SUBSOIL PROFILE UNDER THE HANOI UMRT LINE NO.3
3. LAND SUBSIDENCE PREDICTION BY 1D FEM CONSOLIDATION ANALYSIS
4. DISCUSSIONS
5. ACKNOWLEDGEMENTS
6. REFERENCES
37 Tunneling induced ground settlements in the first metro line of Ho Chi Minh City, Vietnam
1. INTRODUCTION
2. THE MRT LINE 1 – PACKAGE 1B IN HCM CITY
3. ANALYSIS OF GROUND SURFACE SETTLEMENT
4. RESULT AND DISCUSSION
5. CONCLUSIONS
6. REFERENCES
38 An empirical analysis on measured ground surface settlement induced by TBM tunnelling in Ho Chi M
1. INTRODUCTION
2. TUNNELS IN THE LINE NUMBER 1 BEN THANH SUOI TIEN
3. FIELD MEASUREMENT ON SURFACE SETTLEMENT
4. DETERMINATION OF TYPICAL PARAMETERS OF SETTLMENT TROUGH
5. CONCLUSION
6. ACKNOWLEDGEMENT
7. REFERENCES
39 Analyzing the settlement of adjacent buildings with shallow foundation based on the horizontal di
1. INTRODUCTION
2. REVIEWED PROJECTS
3. ANALYZE EXCAVATIONS BEHAVIOR AND SETTLEMENT OF THE ADJACENT BUILDINGS BY FEM
4. ESTIMATING SETTLEMENT OF ADJACENT BUILDINGS BASED ON THE HORIZONTAL DISPLACEMENT OF R-WALL
5. ESTIMATING THE HORIZATAL DISPLACEMENT OF R-WALL CONSIDERING THE ALLOWABLE SETTLEMENT OF ADJECENT
6. APPLYING THE STUDIED RESULTS FOR A CASE STUDY
7. CONCLUSIONS
8. REFERENCES
40 Interaction of excavation and adjacent building with different foundation types using 3D decouple
1. INTRODUCTION
2. THE DECOUPLED ANALYSIS METHOD
3. THE NUMERICAL MODEL
4. EXCAVATION BEHAVIOR AND THE BUILDING’S RESPONSE WITH DIFFERENT FOUNDATION TYPES
5. CONCLUSIONS
6. ACKNOWLEDGEMENTS
7. REFERENCES
41 Research on deformation of surrounding rock and mechanical characteristics of lining of dolomitic
1. INTRODUCTION
2. TUNNEL MONITORING AND ANALYSIS
3. NUMERICAL SIMULATION AND ANALYSIS OF TYPICAL SECTION
4. CONCLUSIONS
5. REFERENCES
42 Effect of deep excavation on deformation of diaphragm wall and adjacent structures
1. INTRODUCTION
2. MATERIALS AND METHODS
3. RESULTS AND DISCUSSION
4. CONCLUSIONS
5. REFERENCES
43 Closed-form formulation of construction-induced vibrations on existing building at the Metro Line
1. INTRODUCTION
2. RESULTS OF VIBRATION TESTS AT THE RAMP AND THE S10 STATION
3. EXTRAPOLATIONOF SHOCK TEST RESULTS BY ANALYTICS
4. APPLICATIONS
5. CONCLUSIONS
6. ACKNOWLEDGEMENTS
7. REFERENCES
44 Stiffness of soil in excavation-induced deformation analysis in Vietnam
1. INTRODUCTION
2. DONGHOI CASE
3. CONCLUSIONS
4. REFERENCES
45 A study for the estimation of TBM design parameters by statistical analysis
1. INTRODUCTION
2. ANALYSIS OF TBM DATABASE
3. REGRESSION ANALYSIS
4. CONCLUSIONS
5. ACKNOWLEDGEMENT
6. REFERENCE
46 Close proximity tunnelling and measures adopted in MRTA Orange Line – East project
1. INTRODUCTION
2. SITE DESCRIPTION
3. EMPIRICAL ANALYSIS AND NUMERICAL MODELLING
4. CONCLUSIONS
5. ACKNOWLEDGEMENT
6. REFERENCES
47 Design and construction of an intricate and anomalistic underground tunneling section
1. INTRODUCTION
2. SOIL CONDITIONS AND MODEL
3. VALIASR TWIN TUNNELS
4. RESULTS AND DEDICATED IMPROVEMENTS
5. CONCLUSION
6. REFERENCE
48 Reliability-based design of deep tunnel excavated in the viscoelastic Burgers rocks
1. INTRODUCTION
2. RELIABILITY ANALYSIS BY THE SUBSET SIMULATION
3. RELIABILITY-BASED DESIGN
4. CONCLUSION
5. REFERENCES
49 Study of the stress-strain state in the sub-rectangular tunnel
1. INTRODUCTION
2. TUNNELING TECHNOLOGY WITH COMPLEX SHIELDS
3. ANALYSIS OF THE DEVELOPMENT OF STRESS-STRAIN STATE IN SUBRECTANGULAR TUNNEL LINING
4. CONCLUSION
5. REFERENCES
50 Design and construction of Cisumdawu tunnel, West Java, using umbrella grouting protection
1. INTRODUCTION
2. GEOTECHNICAL INVESTIGATION
3. DESIGN PARAMETERS
4. TUNNEL PORTAL DESIGN
5. TUNNEL DESIGN
6. CONCLUSION
7. REFERENCES
51 Hypothesis for the calculation of the rock pressure reaction within the secondary stress field of
1. INTRODUCTION
2. ROCK MASS PRESSURE
3. STRESS FIELD IN THE UNDERGROUND ROCK MASS
4. CONCLUSIONS
5. REFERENCES
52 Dewatering experiences in deep excavation – Case studies in Vietnam
1. INTRODUCTION
2. CASE STUDIES
3. CONCLUSION AND DISCUSSION
4. RECOMMENDATION
5. ACKNOWLEDGMENTS
6. REFERENCES
53 A study of deep excavation using cement deep mixing in Mekong river delta area
1. GENERAL
2. CASE STUDY
3. ANALYSIS RESULTS, MONITORED DISPLACEMENTS AND DISCUSSIONS
4. CONCLUSIONS
5. REFERENCES
54 Study of excavation failure on expansive soils in Surabaya
1. INTRODUCTION
2. PROJECT DESCRIPTION
3. SOIL CONDITION
4. MODELLING AND NUMERICAL ANALYSIS
5. RESULTS
6. CONCLUSIONS
7. REFERENCES
55 Deep excavation of an underground metro station in karstic limestone: a case history in the Klang
1. INTRODUCTION
2. DESIGN AND PLANNING PHASE
3. CONSTRUCTION PHASE
4. MANAGEMENT OF GROUND SETTLEMENTS, BUILDING SETTLEMENTS AND SINKHOLES
5. FUTURE ENABLING WORKS
6. CONCLUSIONS
7. ACKNOWLEDGEMENTS
8. REFERENCES
56 Application of CDM walls in the construction of basements in Ho Chi Minh City area
1. INTRODUCTION
2. PROJECT INFORMATION
3. SLOPE STABILIZATION CALCULATION
4. CDM WALL AND CDM BASE DURING CONSTRUCTION
5. HORIZONTAL DISPLACEMENT MONITORING RESULTS
6. CONCLUSION
7. REFERENCES
57 Double diaphragm wall – Design and construction experience
1. INTRODUCTION
2. CALCULATION
3. CONSTRUCTION
4. CONCLUSION
5. REFERENCES
58 Behavior of braced excavated earth retaining wall using strut-shaped ground improvement in soft c
1. INTRODUCTION
2. OVERVIEW OF EXCAVATION WORK AND GROUND CONDITIONS
3. OVERVIEW OF GROUND IMPROVEMENT
4. MEASURED RESULTS
5. GROUND WATER LEVEL
6. BEHAVIOR EVALUATION
7. CONCLUSIONS
8. REFERENCES
59 Installation of steel pipe piles and steel pipe sheet pile for bridge foundation using vibratory
1. INTRODUCTION
2. OUTLINE OF THE NB SYSTEM
3. ADVANTAGES OF THE NB SYSTEM
4. CASE STUDY
5. CONCLUSION
6. REFERENCES
60 Study for structural performance of hat-type sheet pile for retaining wall
1. INTRODUCTION
2. FEATURES OF HAT-TYPE SHEET PILE
3. REDUCTION FACTOR OF SSP
4. REDUCTION FACTOR VERIFICATION
5. AN APPLICATION OF HAT-TYPE SSP
6. CONCLUSIONS
7. REFERENCES
61 Quantitative evaluation of PFS (Partial Floating Sheet-pile) Method under liquefaction
1. INTRODUCTION
2. NUMERICAL ANALYSIS
3. RESULTS AND DISCUSSIONS
4. CONCLUSIONS
5. REFERENCES
62 Centrifuge modelling of geosynthetic-reinforced soil walls at failure
1. INTRODUCTION
2. CENTRIFUGE MODEL TESTS
3. RESULTS AND DISCUSSION
4. CONCLUSIONS
5. REFERENCES
63 Numerical simulation for centrifuge model tests on the stability of self-standing steel pipe pile
1. INTRODUCTION
2. OUTLINE OF NUMERICAL ANALYSIS
3. THE RESULT OF ANALYSIS
4. CONCLUSION
5. REFERENCES
64 Investigation on the effects of wall slenderness on failure behavior of DCM wall using a simplifi
1. INTRODUCTION
2. PHYSICAL MODEL TEST
3. RESULT AND DISCUSSION
4. CONCLUSIONS
5. REFERENCES
65 Advanced soil parameters determination for Ho Chi Minh city soft clay to predict ground movements
1. INTRODUCTION
2. SUBSOIL STRATIGRAPHY OF HCMC AND HCMC CENTRAL LOWLAND
3. SITES AND TESTED MATERIAL-TARGETS AND TESTS CONDUCTED
4. PROCEDURES OF THE TESTS
5. CONSOLIDATION PARAMETERS FROM OEDOMETER TESTS
6. RESULTS OF THE UNDRAINED TRIAXIAL TESTS
7. RESULTS OF THE DRAINED TRIAXIAL TESTS
8. STRENGTH PARAMETERS RESULTED FROM THE TRIAXIAL TESTS
9. OEDOMETRIC MODULI FROM THE OEDOMETER TESTS
10. STIFFNESS PARAMETERS FROM THE TRIAXIAL TESTS
11. THE HSM PARAMETERS ESTIMATED FROM THE LABORATORY TESTING
12. CONCLUSIONS & RECOMMENDATION
13. REFERENCES
66 Environmental impact assessment of an in-service road tunnel during the enlargement project in Vi
1. INTRODUCTION
2. HAI VAN ROAD TUNNEL ENLARGEMENT PROJECT
3. ENVIRONMENT IMPACT ASSESSMENT OF THE PROJECT
4. CONCLUSIONS
5. ACKNOWLEDGEMENTS
6. REFERENCES
67 Determining the LCPC abrasivity of sand and gravel in project of Hanoi pilot light metro line, se
1. INTRODUCTION
2. DESIGNING AND MADDING EQUIPMET FOR LCPC ABRASITIVY
3. MATERIALS AND METHODS
4. RESULTS AND DISCUSSION
5. CONCLUSIONS
6. REFERENCES
68 Prediction of rate of penetration with data from adjacent well using artificial neural network
1. INTRODUCTION
2. METHODOLOGY
3. RESULTS AND DISCUSSION
4. CONCLUSIONS
5. REFERENCES

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