Title:
Advances in deep foundations : proceedings of the International Workshop on Recent Advances of Deep Foundations (IWDPF07), Port and Airport Research Institute, Yokosuka, Japan, 1-2 February, 2007
Publication Information:
Leiden, The Netherlands : Taylor & Francis, 2007
Physical Description:
xi, 425 p. : ill. ; 25 cm.
ISBN:
9780415436298
Subject Term:
Added Author:
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Library | Item Barcode | Call Number | Material Type | Item Category 1 | Status |
|---|---|---|---|---|---|
Searching... | 30000010183162 | TA775 I574 2007 | Open Access Book | Proceedings, Conference, Workshop etc. | Searching... |
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Summary
Summary
Civil Engineering has recently seen enormous progress in the core field of the construction of deep foundations. This book is the result of the International Workshop on Recent Advances in Deep Foundations (IWDPF07), which was held in Yokosuka, Japan from the 1st to the 2nd of February, 2007. Topics under discussion in this book include recent research achievements and case histories; and current advances in the applied aspects of deep foundations, such as reliability-based design, field tests and experimental field work. The book also features the latest numerical simulation methods and theoretical findings. There are nine keynote lectures, focusing on foundation engineering in different parts of the world, and thirty-three state-of-the-art papers from eminent international experts. The techniques covered include sheet piles, piles, pile-ground improvement and ground improvement, while dynamic aspects and design are also discussed.. This book is intended for an international audience of researchers and professionals in soil and foundation engineering.
Table of Contents
| Preface | p. IX |
| Organizing Committee & Research Committee | p. XI |
| Keynote lectures | |
| Recent research into the behaviour of jacked foundation piles | p. 3 |
| Centrifuge modelling of pile foundation | p. 27 |
| Advanced modeling tools for the analysis of axially loaded piles | p. 49 |
| CPT-based design of displacement piles in siliceous sands | p. 69 |
| Recent advances in designing, monitoring, modeling and testing deep foundations in North America | p. 87 |
| Current design practice for axially loaded piles and piled rafts in Germany | p. 101 |
| Recent advances in the analysis of pile foundation in China | p. 115 |
| Current status of deep and pile foundations in Korea | p. 125 |
| Trend of research and practice of pile foundations in Japan | p. 143 |
| Technical papers | |
| Axial and lateral bearing capacity of piles | |
| Vertical bearing capacity of large diameter steel pipe piles | p. 177 |
| Back analysis of Tokyo port bay bridge pipe pile load tests using piezocone data | p. 183 |
| Pile foundation design of the connecting bridge for New-Kitakyushu airport | p. 195 |
| Numerical prediction of long-term displacements of pile foundation | p. 203 |
| Side resistance of piles considering strain levels | p. 211 |
| Evaluation of vertical and lateral bearing capacity mechanisms of pile foundations using X-ray CT | p. 217 |
| Dynamic and static horizontal load tests on steel pipe piles and their analyses | p. 225 |
| New types of pile construction methods | |
| Press-in piling technology: Development and current practice | p. 233 |
| Centrifuge modelling of the base response of closed-ended jacked piles | p. 241 |
| Development on battered pile with screw pile method (NS-ECO pile) | p. 253 |
| BCH method applicable to the construction under overhead restrictions | p. 259 |
| Mechanical joint "KASHEEN" for large-diameter steel pipe piles | p. 267 |
| New types of deep foundations | |
| Vertical bearing capacity of bored pre-cast pile with enlarged base considering diameter of the enlarged excavation around pile toe | p. 277 |
| Seismic performance of a group-pile foundation with inclined steel piles | p. 285 |
| Development of design method for a soft landing breakwater with piles | p. 291 |
| Settlement and load-sharing of a piled raft foundation combined with grid-form soil-cement walls on soft ground | p. 299 |
| Earthquake resistant reinforcement method for pile foundations using effect of confinement of ground solidification body | p. 307 |
| A design approach for composite ground pile and its verification | p. 313 |
| A study of reinforcing methods for existing bridges on soft ground with a solidification improvement | p. 321 |
| Development of sheet-pile foundation combining footing with sheet-piles | p. 327 |
| Recent technology development of steel pipe sheet pile foundation in Japan | p. 335 |
| Development of three-dimensional frame analysis method for H-joint Steel Pipe Sheet Pile foundation system | p. 341 |
| Development of a composite pile system consisting of soil cement columns and H-beams | p. 349 |
| Application of highcapacity micropiles for seismic retrofitting in Japan | p. 355 |
| Field experiment on installation of suction foundation | p. 361 |
| Sample of proposal in consulting services using new technology/methods | p. 367 |
| Ground improvement | |
| Bearing capacity and settlement behavior of the spread foundation building on improved ground by non-vibratory sand compaction pile method | p. 373 |
| Centrifuge model tests on deep mixing column failure under embankment loading | p. 379 |
| Load transfer and failure mechanisms in the reinforced ground beyond vertically loaded pile | p. 385 |
| Ground improvement for the second phase construction of Kansai International Airport | p. 389 |
| Seismic design and seismic problems | |
| Seismic design specifications for Japanese highway bridge deep foundations against large earthquakes | p. 397 |
| New seismic design concept for port facilities | p. 403 |
| Centrifuge tests on pile foundation-structure systems affected by liquefaction-induced soil flow after quay wall failure | p. 409 |
| Mechanical behaviors of sandy ground during or after liquefaction | p. 417 |
| Author index | p. 425 |
