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1-9 of 9
Keywords: SEISMIC
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Journal Articles
Proceedings of the Institution of Civil Engineers - Geotechnical Engineering (1998) 131 (1): 1–3.
Published: 01 January 1998
...D MUIR WOOD; D M WOOD; SECED; AFPS © Thomas Telford and ICE 1998 BRISTOL UNIVERSITY UK SOCIETY FOR EARTHQUAKE & CIV ENG DYNAMICS ASSOCIATION FRANCAISE DU GENIE PARAS SOILS DEFORMATION PERMANENT EARTHQUAKES DESIGN STRUCTURES INTERACTION DYNAMIC SEISMIC FOUNDATIONS...
Journal Articles
Proceedings of the Institution of Civil Engineers - Geotechnical Engineering (1998) 131 (1): 23–33.
Published: 01 January 1998
...J PAPPIN; J RAMSEY; E BOOTH; Z LUBKOWSKI; DASYS © Thomas Telford and ICE 1998 OVE ARUP PILES SEISMIC RESPONSES DESIGN STUDIES SOILS SOFT DEFORMATION EARTHQUAKES STRUCTURES WAREHOUSES BRIDGES JETTIES METHODS ANALYSIS PILING MODELLING MATHEMATICAL MODELS SHEAR...
Journal Articles
Proceedings of the Institution of Civil Engineers - Geotechnical Engineering (1998) 131 (1): 12–22.
Published: 01 January 1998
...R S STEEDMAN Seismic design of retaining walls R. S. Steedman, BSc, MPhil, PhD, CEng, FICE, FRSA Proc. Instn Civ. Engrs Geotech. Engng, 1998, 131, Jan., 12±22 j Field evidence of the behaviour of retaining walls in recent earthquakes has continued to show a wide range of performance, implying...
Journal Articles
Proceedings of the Institution of Civil Engineers - Geotechnical Engineering (1998) 131 (1): 4–11.
Published: 01 January 1998
...A PECKER; J P TEYSSANDIER Seismic design for the foundations of the Rion Antirion Bridge A. Pecker and J.-P. Teyssandier Proc. Instn Civ. Engrs Geotech. Engng, 1998, 131, Jan., 4±11 Paper 11311 j The Rion Antirion Bridge near Patras (Greece) is a four-span cable-stayed bridge, each span being 560...
Journal Articles
Proceedings of the Institution of Civil Engineers - Geotechnical Engineering (1997) 125 (4): 206–223.
Published: 01 October 1997
...) tests measuring axial strains locally. The deformation at strains smaller than about 0´001% was essentially elastic. The elastic Young's modulus from TC tests, evaluated at axial strains less than about 0´001%, was nearly the same as the ®eld value from seismic surveys. The stiffness from conventional...
Journal Articles
Proceedings of the Institution of Civil Engineers - Geotechnical Engineering (1997) 125 (4): 230–241.
Published: 01 October 1997
...A H SOUBRA; COULOMB © Thomas Telford and ICE 1997 ENSAIS BEARING CAPACITY SEISMIC STRIP FOOTINGS SHALLOW CONDITIONS METHODS PSEUDO STATIC STATIC FORCES INERTIA UPPER BOUNDS LIMIT ANALYSIS FAILURES MECHANISMS SANDWICH CALCULATIONS SHEAR ZONES WEDGES FLOW RULES...
Journal Articles
Proceedings of the Institution of Civil Engineers - Geotechnical Engineering (1996) 119 (2): 84–95.
Published: 01 April 1996
...M C MATTHEWS; V S HOPE; C R I CLAYTON; RAYLEIGH © Thomas Telford and ICE 1996 SURREY UNIVERSITY GROUND STIFFNESS PROFILES USE SURFACE WAVES DETERMINATION GEOPHYSICS MEASUREMENT GEOTECHNICS STRAIN BEHAVIOUR SOILS ROCKS SEISMIC VELOCITY TESTS METHODS GENERATION...
Journal Articles
Proceedings of the Institution of Civil Engineers - Geotechnical Engineering (1995) 113 (4): 215–225.
Published: 01 October 1995
...V S HOPE © Thomas Telford and ICE 1995 SURREY UNIVERSITY SEISMIC VELOCITY TOMOGRAPHY APPLICATIONS GEOTECHNICAL INVESTIGATIONS GEOTECHNICS THEORY METHODS SITES DATA ACQUISITION PROCESSING APPLICATIONS INVESTIGATIONS WAVES SURVEYS The application of seismic velocity...
Journal Articles
Proceedings of the Institution of Civil Engineers - Geotechnical Engineering (1994) 107 (4): 193–206.
Published: 01 October 1994
... CONSULTANTS CONTRACTORS ACQUISITION AERIAL PHOTOGRAPHY SEISMIC BORING SURVEYS THREE DIMENSIONAL CONTOURING SEABED REPORTS DRAWINGS OPTIMISATION GREAT BELT DENMARK SCANDINAVIA EUROPE The Geomodel:the geological and geotechnical information system used in the Great Belt project...
