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1-6 of 6
Keywords: PENETRATION
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Journal Articles
SPUD-CAN FOUNDATIONS: INSTALLATION WITH DEEP PENETRATION AND SUBSEQUENT REMOVAL.
Available to Purchase
Proceedings of the Institution of Civil Engineers - Geotechnical Engineering (1998) 131 (3): 146–151.
Published: 01 July 1998
...W H CRAIG © Thomas Telford and ICE 1998 MANCHESTER UNIVERSITY FOUNDATIONS SPUDCANS INSTALLATION DEEP PENETRATION REMOVAL EXPERIMENTS MODELS LOADING SIMULATION LOADS OFFSHORE JACK UP RIGS CENTRIFUGES MODELLING SITES SAND PRELOADING STATIC PILES CRAIG Spud-can...
Journal Articles
PREDICTING THE SHAFT RESISTANCE OF DRIVEN PRE-FORMED PILES IN SAND.
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Proceedings of the Institution of Civil Engineers - Geotechnical Engineering (1997) 125 (2): 71–84.
Published: 01 April 1997
...M L LINGS © Thomas Telford and ICE 1997 BRISTOL UNIVERSITY PILES SAND SHAFTS RESISTANCE DRIVEN PREFORMED PREDICTION METHODS EMPIRICAL TENSION TESTS SHEAR STRESS SOILS PENETRATION DESIGN DISPLACEMENT RESIDUAL MODELS LOADS DENSITY FAILURES COMPRESSION EARTH...
Journal Articles
ULTIMATE CAPACITY OF DRIVEN PILES IN SAND.
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Proceedings of the Institution of Civil Engineers - Geotechnical Engineering (1997) 125 (2): 65–70.
Published: 01 April 1997
... theor y, past research ndings and the eld measured results from a recently published extensive data set. A convenient procedure for interpretation of relative density from cone penetration test results is also presented. Notation d pile diameter (m) Id sand relative density Idi relative density of ith...
Journal Articles
THE UNDERSTANDING OF CONTINUOUS FLIGHT AUGER PILING, ITS MONITORING AND CONTROL. DISCUSSION.
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Proceedings of the Institution of Civil Engineers - Geotechnical Engineering (1996) 119 (4): 237.
Published: 01 October 1996
...W G K FLEMING; R S OSBOURNE; R SMYTH OSBOURNE © Thomas Telford and ICE 1996 PILES PILING CFA CONTINUOUS FLIGHT AUGER MONITORING CONTROL TORQUE PENETRATION SOILS DISCUSSION The understanding of continuous Proc. Instn Civ. Engrs flight auger piling,its monitoring...
Journal Articles
THE ASSESSMENT OF THE COLLAPSE POTENTIAL OF FILLS AND ITS SIGNIFICANCE FOR BUILDING ON FILL.
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Proceedings of the Institution of Civil Engineers - Geotechnical Engineering (1996) 119 (1): 15–28.
Published: 01 January 1996
... REDUCTION BUILDINGS DAMAGE SETTLEMENT CASE STUDIES PITS INUNDATION SUBMERGENCE CLAYS COLLIERIES SPOIL BEHAVIOUR EVALUATION LABORATORIES OEDOMETERS INSTRUMENTS INSTRUMENTATION IN SITU PENETRATION SANDSTONE ROCKFILL UK The assessment ofthe collapse potential of fills and its...
Journal Articles
LONG-TERM SETTLEMENT OF A RAFT FOUNDATION ON SAND.
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Proceedings of the Institution of Civil Engineers - Geotechnical Engineering (1994) 107 (1): 11–16.
Published: 01 January 1994
... fragments. The subsoil was investigated by dynamic standard penetration tests (SPTs),cross-hole and laboratory tests. The observedsettlements of the foundation, a box-type raft, compare well withthose predicted on the beach sand stratum. These were (in ordoefr descent) (Q) fine-to-medium sand, with shell...
