| article# |
description |
author(s) |
| 787 |
Pile capacity as a function of time in clayey and sandy soils |
M. Svinkin, C.M. Morgano & M. Morvant |
| 788 |
Exposure tests of mild steels and organic coatings in tropical marine environments |
T. Kurisu, C. Shiotani, Y. Ito, T. Nakamura, M. Otuki & T. Asama |
| 789 |
Design & construction considerations for piles in landfills |
E.E. Rinne, R.J. Dunn & M. Majchrzak |
| 790 |
An interesting solution for deepened railroads (V-Polder) |
G. Oudakker, J. Boneveld & H. Spek |
| 791 |
HFV amplitude control vibratory hammers: piling efficiency without the vibration inconvenience |
C. Houze |
| 792 |
A new method of installing synthetic liners in deep diaphragm walls for the vertical enclosure of contaminated sites |
K. Krubasik & F. Hupert |
| 793 |
Expert system for estimating noise and vibration emissions during pile-driving of sheet piles and steel beams |
M.K. Funk & W.J. Gerasch |
| 794 |
The use of sheet-piling for the encapsulation of abandoned landfills |
Prof Dr Ing H.L. Jessberger, Dr. Ing. M. Geil & G.H. Pursch |
| 795 |
Prediction of installation of sheet piles using vibratory hammers |
M.W. Bielefeld |
| 796 |
Emergency spill basin (patent pending) |
H.C.M. Breek & H.C. v/d Waal |
| 797 |
Ground compaction settlement caused by vibrations from vibrodriving of piles |
Dr. A. Selby & R.A.P. Bement |
| 798 |
Prediction and control of vibrations due to pile driving and sheet pile vibration |
P.H. Waarts & M.W. Bielefeld |
| 799 |
Experimental modelling of end bearing piles in sand |
M. Aboutaha, G. de Roeck & Prof Dr. Ir. W.F. VanImpe |
| 800 |
Steel pipe pile foundations for large structures in difficult soil conditions |
J. Hartikainen & J. Heinonen |
| 801 |
Application of double tube grout pile to an offshore jacket structure supported in rocky bed |
K. Kato & H. Oumi |
| 802 |
Static and dynamic testing of steel tubular piles for a LNG loading facility in Brunei |
C.D. Parkinson & Ir. A.Q.C. van der Horst |
| 803 |
Dynamic testing of large capacity precast concrete piles in the Port of Long Beach |
Dr. A.E. Holeyman & K. Bhushan |
| 776 |
John Mitchell Memorial Address: Promoting engineering - The role of effective communication |
Prof. T.J. Poskitt PhD DSc Ceng FICE FIStructE |
| 777 |
Compression & uplift static capacity of driven concrete piles |
M. Hussein, B. Jory & M. Sharp |
| 778 |
Improving the capacity of piles in rock through the use of expansive cement additives |
C.M. Haberfield, S. Baycan & J.P. Seidel |
| 779 |
A piled raft interaction model |
Prof. Dr. Ir. W.F. VanImpe |
| 780 |
Static and cyclic model pile tests in sand |
Dr. Ir. S. Kanai & Prof. Dr. Ir W.F. VanImpe |
| 781 |
A comparison of different sheet-pile installation methods |
C. Legrand, D. Van Rompaey, J. Menten |
| 782 |
Design guidelines for screw anchors |
C.A. Carville & R.W. Walton |
| 783 |
Capacity of jacked-down piles |
I.H. Wong |
| 784 |
Efficient driving of precast concrete piles |
Prof A.F. van Weele & Dr. A.J.G. Schellingerhout |
| 785 |
Use of high capacity piles in bridge foundations with full scale test results |
J.A. Mason |
| 786 |
Researches into the behaviour of high capacity pin piles |
Dr. D.A. Bruce & P.J. Nicholson |
| 804 |
Friction piles in sand - prediction of bearing capacity and load/displacement curve |
L. Jendeby, K. Rankka & C. Noren |
| 805 |
Recent large scale diaphragm wall constructions by submersible motormills in Japan |
J. Nakayama |
| 806 |
A comparison between measured and calculated bearing capacity of piles |
C. Cherubini, L. Cucchiararo, T. Iaccarini |
| 807 |
Predictions of load-settlement relations of steel pipe piles from dynamic load testing |
M. Hayashi, T. Okamoto, F. Kanai & T. Matsumoto |
| 808 |
Kinetic and dynamic loading tests of a cast-in-place concrete pile |
K. Yamashita, M. Kakurai, M. Chosokabe & T. Fukuhara |
| 809 |
Recent Experience with the OMEGA-Pile |
M. Bottiau & G. Cortvrindt |
| 810 |
The pile driving controller, a new tool for pile driving quality control |
P. Middendorp & F.M. Middeldorp |
| 811 |
Cut-off walls by hydrofraise by the one-state method |
Jorn Seitz & Soren Hass |
| 812 |
The role of driven pile instrumentation |
M. England |
| 813 |
Electrohydrodynamic effect - piles and their application in erection of buildings and constructions on weak soils |
Prof S. N. Sotnikov & A.L. Egorov |
| 814 |
Full Scale Loading Tests on Instrumented Piles |
R.M.S. Maiorano, A. Mandolini & G.P. Russo |
| 815 |
Quality control at Pier NB-2 |
A. Komornik & J.M. Amir |
| 816 |
Comparison of pile loading tests and the phenomenon of heave, Sachsen paper mill Eilenburg, Germany |
S. Doornbos, E. Revoort, O. Schoo, Ed Zublin & O. Tirkkonen |
| 817 |
Modified hardening slurry for installation of steel piles |
L. Rafalski |
| 818 |
Pile loading tests and corrective actions for anomalies detected in large bored piles |
M. Bustamante & Y. Zaczek |
| 819 |
Survey of the realisation, detection of anomalies and grouting of large bored piles |
Y. Zaczek & P. Debauche |
| 820 |
Little details lead to costly mistakes: problems in design and construction of foundations |
J.L. Walkinshow |
| 821 |
Foundation of a 50,000 ton sugar silo on CFA-piles |
H. Eriksson, w. Rankka & L. Jendeby |
| 822 |
Soil investigation for pile foundations |
W. Rodatz & B. Weinholz |
| 823 |
Installation and testing of a new vibration-free piling system, the Europile |
H. de Kruiff & T.N.J. Vinks |
| 824 |
Correlation of safety measures from deterministic and reliability-based approaches for pile Foundation Design |
Dr. R.B. Abmalik & Dr. T.F. Wolff |
| 825 |
Dangers of using geofabrics in cast-in-situ bored piles |
S. S. Rao |
| 826 |
Railway over the Oude Maas - bottleneck for shipping and railway traffic |
J.H.E. Tinke & H. deKruiff |
| 827 |
Simultaneous Loading Tests of Steel Piles by Dynamic and Static Methods |
N. Kawabarta, M. Hayashi, Y. Wakiya, Y. Kobayashi & S. Nishimura |
| 828 |
Soil improvement through mechanical deep mixing treatment in Thailand |
F. Pagliacci & G. Pagotto |
| 829 |
Loading tests on bored piles for foundations of motorway viaducts. A case history the Kinaii-Sakarya motorway, Turkey |
A. Clerici, L. Griffini & M. Pagni Frette |
| 830 |
Comparative study of static loading test and statnamic on a steel pipe pile driven in a soft rock |
T. Matsumoto, M. Tsuzuki & Y. Michi |
| 831 |
Long term monitoring of negative skin friction in driven piles installed in reclaimed land |
K.K.S. Ho & S.H. Mak |
| 832 |
A new analysis method of double sheet-pile wall structures |
T. Mizutani, Y. Wakiya, K. Uno & S. Kitagawa |
| 833 |
Performance of two steel H-Piles founded in weathered meta-siltstone |
T.S.K. Lam, S.H. Tse, C.K. Cheung & A.K.Y. Lo |
| 834 |
The observational method in value engineering |
A.J. Powderham & P. Rutty |
| 835 |
Friedrichstadt Passagen Project, Berlin. Deep excavation for multi-basement commercial and car parking facilities |
G. Tamaro, A. Brand, C. Sanger & C. DeBenedittis |
| 836 |
Foundation with piled rafts in slide sensitive area |
C. Alen |
| 837 |
Compensated foundations at Angel Square, London |
L.J. Whitworth, R.G. Lee, A.J. Turner & A.R. Mehjoo |
| 838 |
Base & shaft-grouted bored Pile foundations for the first residential complex, Giza, Egypt |
R.J. Robson & A. Wahby |
| 839 |
Special requirements to Steel Sheet Piling for New Highway Structures |
F. Hubert and P. Schroeder |
| 840 |
Navy pier dock expansion static and dynamic test program |
P.J. Hannigan, S.D. Webster, R.K. Lukas & C.M. McComb |
| 841 |
Slender small diameter piles with very high bearing capacity |
A.L. Garassino & M. Nesti |
| 842 |
Full-scale failure tests on lateral loading cast-in-place concrete piles |
M. Kimura, K. Kosa & Y. Morita |
| 843 |
The behaviour of continuous flight augered piles in soft clay |
A. Lyndon, G.J.W. King & E.a. Dickin |
| 844 |
A case of a rock mass consolidation for foundation purposes |
J. Matos e Silva & F. Machado |
| 845 |
Construction of piles of high bearing capacity in compacted sandy soil |
T. Tsuchiya & M. Kakurai |
| 846 |
Equipment for the construction of a coal loading wharf, Gladstone Harbour, Australia |
C.F. Rasmusson |
| 847 |
Drilled-grouted piles in thick loess in China |
T. Huang, G. Sui, S. Lius & X. Chen |
| 848 |
Deep soil improvement by rammed stone columns - two case histories for large diameter storage tanks |
F. De Cock & S. D'hoore |
