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Keywords: ORDINARY
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The Institution of Civil Engineer's divisional Papers from 1952-1991
Journal Articles
Proceedings of the Institution of Civil Engineers (1991) 91 (4): 755–770.
Published: 01 December 1991
Journal Articles
Proceedings of the Institution of Civil Engineers (1991) 91 (4): 771–794.
Published: 01 December 1991
Journal Articles
Proceedings of the Institution of Civil Engineers (1991) 91 (4): 705–718.
Published: 01 December 1991
Journal Articles
Proceedings of the Institution of Civil Engineers (1991) 90 (6): 1153–1178.
Published: 01 December 1991
... expressiondefined by the Chalk downlands of the Chilterns and the North Downs to the north and southrespec- Ordinary meeting 5.30 p m , 3 March 1992. Written discussion closes18 March 1992; for further details see p. ii. *A. F. Howland Associates,Norwich. 1153 HOWLAND 1154 LONDON'S DOCKLANDS: ENGINEERING GEOLOGY...
Journal Articles
Proceedings of the Institution of Civil Engineers (1991) 91 (4): 891–894.
Published: 01 December 1991
Journal Articles
Proceedings of the Institution of Civil Engineers (1991) 91 (4): 719–737.
Published: 01 December 1991
Journal Articles
Proceedings of the Institution of Civil Engineers (1991) 91 (4): 795–821.
Published: 01 December 1991
Journal Articles
Proceedings of the Institution of Civil Engineers (1991) 91 (4): 887–889.
Published: 01 December 1991
Journal Articles
Proceedings of the Institution of Civil Engineers (1991) 90 (6): 1203–1223.
Published: 01 December 1991
... of Dogs, following a review of these and other con- Ordinary meeting 5.30 p.m., 3 March 1992. Written discussion closes 18 March 1992; for further details see p. ii. * Mott MacDonald. 1203 YOUNG AND RUTTY 1204 LONDON'S DOCKLANDS: HIGHWAYS straints,haveinfluencedthechoiceofengineeringsolutions...
Journal Articles
Proceedings of the Institution of Civil Engineers (1991) 91 (4): 823–851.
Published: 01 December 1991
... calculations shows that with an appropriate value of J this form of law gives reliable predictions of axial behaviour during ram impactI.t is tentatively suggestedthat the magnitudeof J to beusedfor lateral damping willbe similar to that used for point damping in ordinary pile-driving calculations. 52...
Journal Articles
Proceedings of the Institution of Civil Engineers (1991) 91 (4): 899.
Published: 01 December 1991
Journal Articles
Proceedings of the Institution of Civil Engineers (1991) 91 (4): 853–873.
Published: 01 December 1991
Journal Articles
Proceedings of the Institution of Civil Engineers (1991) 91 (4): 645–657.
Published: 01 December 1991
Journal Articles
Proceedings of the Institution of Civil Engineers (1991) 91 (4): 875–885.
Published: 01 December 1991
Journal Articles
Proceedings of the Institution of Civil Engineers (1991) 91 (4): 659–678.
Published: 01 December 1991
Journal Articles
Proceedings of the Institution of Civil Engineers (1991) 91 (4): 739–753.
Published: 01 December 1991
Journal Articles
Proceedings of the Institution of Civil Engineers (1991) 91 (4): 895–898.
Published: 01 December 1991
Journal Articles
Proceedings of the Institution of Civil Engineers (1991) 91 (4): 679–704.
Published: 01 December 1991
Journal Articles
Proceedings of the Institution of Civil Engineers (1991) 91 (4): 631–644.
Published: 01 December 1991
