| article# |
description |
author(s) |
| 537 |
The merits of polymeric fluids as support slurries |
J.J. Beresford, B.Sc.C.Eng, Charles Haswell & Partners, UK P.M. Cashman, B.Sc.C.Eng, Trigon Geochemical Ltd., UK R.G. Hollamby, FRMIT (Geo) SPE BDA, visKeau Slurry Services Ltd., UK |
| 538 |
Monitoring and quality control of a 100 meter deep diaphragm wall |
D.A. Bruce; Nicholson Construction Co., USA B. De Paoli; RODIO S.p.A., Italy C. Mascardi; Studio Geotecnico Italiano, Italy E. Mongilardi; RODIO S.p.A, Italy |
| 539 |
Recent developments in continuous flight auger piling |
P.H. Derbyshire; Westpile Ltd., UK M.J. Turner; Westpile Ltd., UK D.E. Wain; Westpile Ltd., UK |
| 540 |
Deep mix-in-place soil/cement stabilization using hollow stem augers for excavation at Elland, West Yorkshire |
J.A. Elliott; Cementation Piling and Foundations Limited, UK |
| 541 |
Hand-dug underreamed piles at Embankment Place, London |
W.J. Grose; Ove Arup & Partners, London, UK |
| 542 |
Design, construction and applications of auger piling system for earth retention and underpinning of structures |
A.A. Gupte, M.S., P.E., MASCE, AFCON, INC., Richfield, Ohio, USA |
| 543 |
Bearing capacity of nodular piles |
S. Kanai; Takechi Engineering Co., Ltd., Tokyo, Japan S. Yabuuchi; Takechi Engineering Co., Ltd., Tokyo, Japan |
| 544 |
Economical piling in soft soils and expansive clays |
D. Mohan; Former Director, CBRI, Roorkee, India |
| 545 |
Construction of cast-in-place piles with enlarged bases |
H. Mori; Kiso-Jiban Consultants Co., Ltd., Japan T. Inamura; Toyo Building Foundation Corp., Japan |
| 546 |
Behavior of mini-piles used in foundation underpinning in Beaumont Clay, Houston, Texas, USA |
M.W. O'Neill; University of Houston, Houston, Texas, USA R.F. Pierry; Roger Bullivant of Texas, Inc., Grand Prairie, Texas, USA |
| 547 |
Producing sealing walls and sealing slabs by applying the soilcrete process |
E.W. Raabe; GKN Keller GmbH, Bochum, FR Germany S. Toth; GKN Keller GmdH, Bochum, FR Germany |
| 548 |
High capacity barrettes in a region of old underground quarries |
F. Schlosser; Terrasol, France B. Simon; Terrasol, France J. Morey; Bachy, France |
| 549 |
Thornton Road, Listerhills, Bradford |
B.C. Slocombe, MSc; GKN Keller Foundations, Coventry, UK |
| 550 |
Deep vibrocompaction by stone columns and liquefaction investigation |
P. Ventura; Universita La Sapienza, Roma, Italy |
| 551 |
Influence lines for the pile loading on bridge pier foundations |
M.B. Wechsler; Consulting Eng., Downey, Calif., USA |
| 552 |
Small diameter piling system used in Australia |
P.J. Yttrup; P.J. Yttrup & Associates Pty. Ltd., Australia D.A. Cameron; South Australian Institute of Technology, Australia D.L. Stuart; Stratumpile Foundations Pty. Ltd., Australia |
| 553 |
Unusual dolphin monopile structure |
C.T. Christensen, M.Sc.; Comar Engineers A/S, Virum, Denmark Charles Nielsen; Christiani & Nielsen A/S, Copenhagen, Denmark |
| 554 |
Variable inertia elastic piles on elastic plastic soils bearing horizontal forces: A numerical calculation method applied to two examples of structures |
G. Noce; Ing. Mantelli & Co., General Building Company, Genoa, Italy M. Fedolino; Ing. Mantelli & Co., General Building Company, Genoa, Italy |
| 555 |
Foundations of the 'Ko-Galerie' in Dusseldorf using top/down building technologies |
P. Arz; Bilfinger + Berger Bauaktiengesellschaft, Mannheim, FR Germany |
| 556 |
The use of a reverse circulation diaphragm walling technique to form a plastic cut-off wall around Sizewell B Power Station |
H.F. Cowie; Stent-Soletanche Joint Venture, Hook, Hampshire, UK J.D. Crawley; Stent-Soletanche Joint Venture, Hook, Hampshire, UK |
| 557 |
Review of the methods used to construct large diameter bored piles for top down construction |
J.D. Findlay; Stent Foundations Limited, Hook, Hampshire, UK G.E. Wren; Stent Foundations Limited, Hook, Hampshire, UK |
| 558 |
article: Recent developments in secant bored pile wall construction |
D.E. Sherwood; SIF Enterprise Bachy Limited, UK C.N. Harnan; SIF Enterprise Bachy Limited, UK M.G. Beyer; Karl Bauer (UK) Limited |
| 559 |
Little Britain Project: Construction Of Basement |
R.H. Wright; Fairclough Piling & Marine, UK G. Doe; Fairclough Piling & Marine, UK |
| 560 |
Problems of cast in situ driven piles added to exist in piles and built near a standing structure |
L.F. Albert; Studio Geotecnico Italiano, Milan, Italy L Trezzi; G.I.E., Milan, Italy |
| 561 |
Ultimate uplift capacity of piles and pile groups in granular soil |
B.M. Das; Southern Illinois University at Carbondale, Illinois, USA |
| 562 |
Dynamic stability of an axially loaded pile |
S.S. Gajin; Faculty of Civil Engineering, Subotica, Yugoslavia R.J. Folic; Faculty of Technical Sciences, University of Novi Sad, Yugoslavia |
| 563 |
On the effects of sand grading on driven pile performance |
S.R. Hencher; Leeds University, UK D.J. Mallard; Central Electricity Generating Board |
| 564 |
Rehabilitation of existing foundation piles of marine structures in New York City Harbor, USA |
P.B. Kelleher; Spearin, Preston & Burrows, Inc., New York, NY, USA |
| 565 |
Construction of pile foundation for railway viaducts |
M.D. Khattar; Indian Railway Construction Company Limited, New Delhi, India |
| 566 |
Soil displacement caused by pile driving in clay |
K. Rainer Massarsch; Geo Engineering SA, Brussels, Belgium B.B. Broms; Nanyang Technological Institute, Singapore |
| 567 |
Methods of constructing concrete piles on heavily contaminated sites |
N.C. Matheson; Westpile Ltd., Uxbridge, London, UK D.E. Wain; Westpile Ltd., Uxbridge, London, UK |
| 568 |
Impact of environmental regulations on pile foundation design and construction using diesel hammers |
R.D. Short; Kaldveer Associates, Inc., Oakland, California, USA M.B. Williams; Kiewit Pacific Co., Concord, California, USA |
| 569 |
Large diameter machine bored piles in Australia |
W.J. Kingwell; Vibro-Pile, Melbourne, Australia F.A. Albrecht; Vibro-Pile, Melbourne, Australia |
| 570 |
Performance of a large diameter drilled pier |
A.J. Partos; Site Engineers, Inc., Mt. Laurel, New Jersey, USA E.J. Sander; Site Engineers, Inc., Mt. Laurel, New Jersey, USA U. Hungspruke; Thornton Thomasetti, PC, New York, New York, USA |
| 571 |
World Financial Center Foundations, New York |
G. Tamaro; Mueser Rutledge Consulting Engineers |
| 572 |
Rock socket piles in the Sherwood Sandstone of Central Birmingham |
L.J. Whitworth; GKN Keller Foundations A.J. Turner; Ove Arup & Partners, Birmingham, UK |
| 573 |
Instrumented driven steel tube piles at Canary Wharf, London |
A.R. Gaba; Ove Arup & Partners, London, UK |
| 574 |
Production and testing of 600 reinforced-concrete piles for the Central Bank of Iraq |
H. Meseck; Philipp Holzmann AG, Essen, FR Germany |
| 575 |
Reanalysis of piles under static and dynamic lateral loads |
S. Prakash; Prof. University of Missouri-Rolla, USA S. Prakash; Lect. University of Missouri-Rolla, USA |
| 576 |
Bearing capacity of piles in soils with time dependent characteristics |
M.J. Preim; Soil & Material Engineer, Altamonte Springs, Florida, USA R. March; Soil & Material Engineer, Altamonte Springs, Florida, USA M. Hussein; Goble Rausche Likins and Associates, Inc., Orlando, Florida, USA |
| 577 |
Capacity of slender steel piles |
J. Wennerstrand; National Board for Housing & Physical Planning, Sweden A. Fredriksson; ADG Grundteknik AB, Sweden |
| 578 |
The effect of vertical pile loading on subsequent lateral behavior |
A. Lyndon; University of Liverpool, UK G. Price; Building Research Establishment, UK I.F.Wardle; Building Research Establishment, UK L.S. Varey; Bingham Cotterell Ltd., UK |
| 579 |
Combined loading tests on large diameter piles |
A. Lyndon; University of Liverpool, UK W.G. Mitchell; Bachy (UK) Ltd., UK |
| 580 |
Caisson design and construction, upstream guide wall, locks and dam no. 26 |
E.C. Demsky; US Army Corps of Engineers, St. Louis, Missouri, USA B.H. Moore; US Army Corps of Engineers, St. Louis, Missouri, USA |
| 581 |
The Dutch Cone Penetration Test and its use in determining the pile bearing capacity |
C. Van der Veen; International Institute for Hydraulic and Environmental Engineering, Delft, Netherlands |
| 582 |
An innovative approach to load testing of high capacity piles |
P. Bermingham; Berminghammer Co., Ltd., Ontario, Canada M. Janes; Berminghammer Co., Ltd., Ontario, Canada |
| 583 |
A simple evaluation of dynamic pile tests |
D. Kolymbas; University of Karlsruhe, FR Germany |
| 584 |
New device for load testing driven piles and drilled shafts separates friction and end bearing |
J. Osterberg; Northwestern University, Evanston, Illinois, and Consulting Geotechnical Engineer, Aurora, Colorado |
| 585 |
An improved method for the prediction of pile bearing capacity from dynamic testing |
R.T. Stain; Testconsult CEBTP Limited, UK A.G. Davis; Testconsult CEBTP Limited, UK |
| 586 |
Vibration-free driven tubular-piles |
S. Doornbos; Funderingstechnieken, Oostburg, Netherlands |
| 587 |
The effects of changes in effective stress on a base grouted pile in sand |
V.M. Troughton; Ove Arup and Partners, London, UK A. Platis; KYDEP, Athens, Greece |
| 588 |
The design and construction of large diameter base grouted piles in Thanet Sand at Blackwall Yard, London |
J.A. Yeats; Ove Arup and Partners, London, UK N.J. O'Riordan; Ove Arup and Partners, London, UK |
| 589 |
Base grouted piles in Thanet Sands, London |
D.E. Sherwood; SIF Enterprise Bachy Ltd., UK J.M. Mitchell; Ove Arup and Partners, London, UK |
| 590 |
Methods of constructing concrete piles on heavily contaminated sites |
N.C. Matheson; Westpile Ltd., Uxbridge, London, UK D.E. Wain; Westpile Ltd., Uxbridge, London, UK |
