| Description |
1 online resource (569 p.) |
| Contents |
Cover -- Half Title -- Series Page -- Title Page -- Copyright Page -- Table of contents -- Preface -- International advisory board -- Organizing committee -- Administrative working group -- Review policy and list of reviewers -- Invited lecture -- Research and development for infrastructure maintenance, renovation, and management -- State-of-the-art report -- State of the art report on steel sheet pile method in geotechnical engineering -development of PFS method -- Session A: Pile performance / Piling process -- Size effect of footing in ultimate bearing capacity of intermediate soil |
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Influence of end geometry on aged behavior of segmental jacked pipe piles in clay -- Feedback on static axial pile load tests for better planning and analysis -- Study of bearing capacity of tubu lar piles with diaphragm under pressing loads -- Results of static vertical load tests on tubular piles installed by Standard Press-in and Rotary Cutting Press-in -- The inner friction resistance and the resistance of an actual part of open-ended piles by the double-pipe model pile experiment -- The vertical and horizontal performance of pressed-in sheet piles |
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Performance of pressed-in piles in saturated clayey ground: Experimental and numerical investigations -- Proposal of vertical design bearing capacity estimation formula of Gyropress method based on Japanese railway standard -- Comparison of SPT-based design methods for vertical capacity of piles installed by Rotary Cutting Press-in -- An investigation into vertical capacity of steel sheet piles installed by the Standard Press-in method -- Predicting the capacity of push and rotate piles using offshore design techniques and CPT tests |
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Behaviour of three types of model pile foundation under vertical and horizontal loading -- Experimental study on the pile group effect in the horizontal resistance of spiral piles -- Experimental observation on the ultimate lateral capacity of vertical-batter screw pile under monotonic loading in cohesionless soil -- Experimental evaluation of the lateral capacity of large jacked-in piles and comparison to existing design standards -- A study on analysis of horizontal resistance of screw coupled foundation with vertical and battered piles in cohesionless soil |
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Influence of horizontal loading height on subgrade reaction behavior acting on apile -- Influence of different pile installation methods on vertical and horizontal resistances -- Stress changes in adjacent soils of tapered piles during installation into sand -- Comparison of penetration resistance and vertical capacity of short piles installed by Standard Press-in in loose sand -- Performance comparison of close-ended pressed-in steel pipe piles with helical pile in dense sand: An experimental study |
| Notes |
Description based upon print version of record |
|
Discrete element modelling of silent piling group installation for offshore wind turbine foundations |
| Form |
Electronic book
|
| Author |
Ueno, Katsutoshi
|
|
Isobe, Koichi
|
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Nishioka, Hidetoshi
|
|
Watanabe, Koji
|
| ISBN |
9781000456486 |
|
100045648X |
|
