New horizons in piling : development and application of press-in piling

목차 (Table of Contents)

• CONTENTS
• List of figures = viii
• List of tables = xiv
• Preface = xv
• 1 Introduction = 1
• 1.1 Embedded structures = 1
• 1.2 Steel as a construction material = 6
• 1.3 Design and construction requirements = 6
• Reference = 8
• 2 Construction by press-in piling = 9
• 2.1 Classification of press-in piling methods = 9
• 2.1.1 Deadweight-type press-in piling = 10
• 2.1.2 Panel-type press-in piling = 13
• 2.1.3 Walk-on-pile-type press-in piling = 14
• 2.2 Invention and development of Silent Piler = 15
• 2.2.1 Introduction = 15
• 2.2.2 From original concept to design, manufacture, and selling of the Silent Piler = 15
• 2.2.3 Repetitive upward and downward motion = 18
• 2.2.4 Self-walking function = 19
• 2.2.5 Development of rotary press-in piling = 24
• 2.2.6 Expanding the range of applications = 25
• 2.2.7 Radio control and data collection during construction = 29
• 2.2.8 Documentation of press-in piling practice = 32
• 2.3 Construction procedures and quality control = 34
• 2.3.1 Basic components and piling procedures = 34
• 2.3.2 Construction management and quality control = 36
• References = 38
• 3 Innovative applications = 40
• 3.1 Introduction = 40
• 3.1.1 Increasing popularity of embedded walls and structures = 40
• 3.1.2 Classification of applications = 41
• 3.2 Urban redevelopment and renovation = 44
• 3.2.1 Construction in a narrow space = 44
• 3.2.2 Adjacent construction maximizing the use of available land space = 45
• 3.2.3 Headroom restriction = 45
• 3.2.4 Construction alongside busy traffic = 47
• 3.3 Surface transportation : Road and Railway = 48
• 3.3.1 Widening of a road in cutting = 49
• 3.3.2 Widening of elevated road on embankment = 51
• 3.3.3 Rail–Rail grade separation = 52
• 3.3.4 Rail–Road grade separation = 54
• 3.3.5 Road–Road grade separation = 57
• 3.3.6 Bridges = 57
• 3.3.6.1 Retrofitting of Kuramae Bridge = 58
• 3.3.6.2 Improvement of bridge capacity (combined project of old bridge rehabilitation and new bridge construction) = 61
• 3.4 Inland water = 65
• 3.4.1 River renovation work at Zenpukuji River = 65
• 3.4.2 Renovation and restoration of drainage channels in North America = 65
• 3.4.3 Renovation of aqueduct for water supply = 67
• References = 73
• 4 Emerging applications = 74
• 4.1 Introduction = 74
• 4.2 Maritime transport infrastructure = 74
• 4.2.1 Upgrading of navigation channel : an example at Miike Port = 74
• 4.2.2 Upgrading of existing breakwater : a new proposal of employing embedded walls = 77
• 4.2.3 Improvement of quay walls and revetments = 80
• 4.3 Coastal protection in earthquake-prone areas = 82
• 4.3.1 Reinforcement of coastal levee to prepare for future earthquakes and tsunamis = 82
• 4.3.2 Restoration of coastal defense damaged by tsunamis = 84
• 4.4 Beach protection = 84
• 4.5 Seismic reinforcement of various infrastructures by sheet pile wall enclosure = 87
• 4.6 Bike commute infrastructure – underground automated bicycle stands = 90
• 4.7 Other interesting applications = 91
• 4.7.1 Preservation of historic structures = 91
• 4.7.2 Protection of residence from secondary disaster near the sink hole = 93
• 4.7.3 Sheet piling to control settlement due to adjacent construction = 95
• References = 98
• 5 Responses of piles installed by the press-in piling = 99
• 5.1 Introduction = 99
• 5.2 Ground vibration and noise during pile installation = 99
• 5.2.1 Introduction = 99
• 5.2.2 Piling-induced noise pollution = 99
• 5.2.3 Piling-induced ground vibration = 100
• 5.3 Ground responses and pile resistance during pile installation = 105
• 5.3.1 Introduction = 105
• 5.3.2 Ground response mechanism under monotonic penetration = 106
• 5.3.2.1 Sheet pile = 106
• 5.3.2.2 Tubular pile = 111
• 5.3.3 Pile resistance during repeated penetration and extraction = 113
• 5.3.4 Ground response and pile resistance during rotary penetration = 120
• 5.4 Performance of a single pile installed in press-in piling = 126
• 5.4.1 Introduction = 126
• 5.4.2 Residual stresses in piles and surrounding soils = 127
• 5.4.3 Stiffness and capacity = 127
• References = 130
• Appendix : List of related publications = 132
• Index = 153