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Journal Articles
WAVE-INDUCED FAILURE OF POROELASTIC SEABED SLOPES: A BOUNDARY ELEMENT STUDY.
Available to Purchase
Proceedings of the Institution of Civil Engineers (1991) 91 (4): 771–794.
Published: 01 December 1991
Journal Articles
TECHNICAL NOTE. DISCUSSION. NUMERICAL DETERMINATION OF THE MOHR ENVELOPE AND CONFIDENCE ANALYSIS.
Available to Purchase
Proceedings of the Institution of Civil Engineers (1981) 71 (2): 631–633.
Published: 01 June 1981
Journal Articles
TECHNICAL NOTE. CONFIDENCE IN THE FAILURE ENVELOPE.
Available to Purchase
Proceedings of the Institution of Civil Engineers (1981) 71 (2): 537–541.
Published: 01 June 1981
Journal Articles
THECHNICAL NOTE. NUMERICAL DETERMINATION OF THE MOHR ENVELOPE AND CONFIDENCE ANALYSIS.
Available to Purchase
Proceedings of the Institution of Civil Engineers (1980) 69 (4): 1029–1033.
Published: 01 December 1980
Journal Articles
SYNOPSIS. ELASTIC AND PLASTIC PREDICTIONS OF SLAB REINFORCEMENT REQUIREMENTS.
Available to Purchase
Proceedings of the Institution of Civil Engineers (1979) 67 (3): 851–852.
Published: 01 September 1979
Journal Articles
TECHNICAL NOTE. ELASTIC BOUNDARY CONDITIONS FOR FINITE ELEMENTS OF INFINITE AND SEMI-INFINITE MEDIA.
Available to Purchase
Proceedings of the Institution of Civil Engineers (1978) 65 (3): 675–684.
Published: 01 September 1978
Journal Articles
AN ULTIMATE SHEAR STRENGTH THEORY FOR REINFORCED CONCRETE T BEAMS WITH WEB REINFORCEMENT.
Available to Purchase
Proceedings of the Institution of Civil Engineers (1974) 57 (1): 21–34.
Published: 01 March 1974
