S THORBURN
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Journal Articles

INFORMAL DISCUSSION. PROFESSIONAL RELATIONSHIP TO EUROPE.

S THORBURN, M W ABRAHAMSON, M COCKS, P B MORICE, J E STRATFORD, J R A GAMMON
Journal: Proceedings of the Institution of Civil Engineers
Proceedings of the Institution of Civil Engineers (1991) 90 (4): 943–946.
https://doi.org/10.1680/iicep.1991.15392
Published: 01 August 1991
View article titled, INFORMAL DISCUSSION. PROFESSIONAL RELATIONSHIP TO EUROPE.
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Journal Articles

NETHERTON CANAL TUNNEL: RECENT REPAIRS OF FAILED SECTIONS. DISCUSSION.

G HAIDER, LR RICHARDS, S THORBURN, AJ TURNER, AJ HOWARD, MJ PULLER, F HUGHES
Journal: Proceedings of the Institution of Civil Engineers
Proceedings of the Institution of Civil Engineers (1987) 82 (4): 1231–1239.
https://doi.org/10.1680/iicep.1987.230
Published: 01 August 1987
View article titled, NETHERTON CANAL TUNNEL: RECENT REPAIRS OF FAILED SECTIONS. DISCUSSION.
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Journal Articles

DISCUSSION. SELBY DIVERSION OF THE EAST COAST MAIN LINE: CONSTRUCTION.

RW COLLINGWOOD, TH FENWICK, PG PAYNE, GJC JEBB, AW BERRYMAN, M COUCHMAN, WGK FLEMING, S THORBURN, FH HUGHES, EF HUMPHRIES, WM LEWIS, GH COPE, JE SPINDEL
Journal: Proceedings of the Institution of Civil Engineers
Proceedings of the Institution of Civil Engineers (1986) 80 (2): 537–552.
https://doi.org/10.1680/iicep.1986.746
Published: 01 April 1986
View article titled, DISCUSSION. SELBY DIVERSION OF THE EAST COAST MAIN LINE: CONSTRUCTION.
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Journal Articles

2ND CONGRESS OF CIVIL ENGINEERS: THE ENGINEER IN SOCIETY. 14. RECLAMAT ION AND DEVELOPMENT OF OLD INDUSTRIAL SITES.

S THORBURN, BE WATERS
Journal: Proceedings of the Institution of Civil Engineers
Proceedings of the Institution of Civil Engineers (1985) 78 (3): 591–593.
https://doi.org/10.1680/iicep.1985.875
Published: 01 June 1985
View article titled, 2ND CONGRESS OF CIVIL ENGINEERS: THE ENGINEER IN SOCIETY. 14. RECLAMAT ION AND DEVELOPMENT OF OLD INDUSTRIAL SITES.
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Journal Articles

LATERAL DISPLACEMENTS OF LOW EMBANKMENTS ON ALLUVIUM CONTAINING THIN PEAT LAYERS.

S THORBURN, C BEEVERS
Journal: Proceedings of the Institution of Civil Engineers
Proceedings of the Institution of Civil Engineers (1981) 70 (2): 277–292.
https://doi.org/10.1680/iicep.1981.1855
Published: 01 May 1981
View article titled, LATERAL DISPLACEMENTS OF LOW EMBANKMENTS ON ALLUVIUM CONTAINING THIN PEAT LAYERS.
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Journal Articles

INFORMAL DISCUSSION. FACTORS OF SAFETY.

KW COLE, JA LORD, S THORBURN
Journal: Proceedings of the Institution of Civil Engineers
Proceedings of the Institution of Civil Engineers (1980) 68 (2): 331–333.
https://doi.org/10.1680/iicep.1980.2414
Published: 01 May 1980
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Journal Articles

INFORMAL DISCUSSION. HEAVE AND DOWN DRAG.

FE YOUNG, S THORBURN, BP HARRINGTON
Journal: Proceedings of the Institution of Civil Engineers
Proceedings of the Institution of Civil Engineers (1977) 62 (4): 717–720.
https://doi.org/10.1680/iicep.1977.3072
Published: 01 November 1977
View article titled, INFORMAL DISCUSSION. HEAVE AND DOWN DRAG.
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Journal Articles

INFORMAL DISCUSSION. EVALUATION OF STATE CONE TEST.

S THORBURN, A MARSLAND, FE YOUNG
Journal: Proceedings of the Institution of Civil Engineers
Proceedings of the Institution of Civil Engineers (1975) 58 (3): 473–475.
https://doi.org/10.1680/iicep.1975.3727
Published: 01 August 1975
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Journal Articles

INFORMAL DISCUSSION. CONTRACT RISKS AND RESPONSIBILITIES IN PILING WORKS.

AS WEST, AG BEALEY, S THORBURN
Journal: Proceedings of the Institution of Civil Engineers
Proceedings of the Institution of Civil Engineers (1974) 56 (4): 653–655.
https://doi.org/10.1680/iicep.1974.3973
Published: 01 November 1974
View article titled, INFORMAL DISCUSSION. CONTRACT RISKS AND RESPONSIBILITIES IN PILING WORKS.
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Journal Articles

INFORMAL DISCUSSION. RAKING OF PILES AND LATERAL LOADING OF PILES.

WGK FLEMING, S THORBURN, D DENNINGTON
Journal: Proceedings of the Institution of Civil Engineers
Proceedings of the Institution of Civil Engineers (1974) 56 (1): 125–126.
https://doi.org/10.1680/iicep.1974.4139
Published: 01 February 1974
View article titled, INFORMAL DISCUSSION. RAKING OF PILES AND LATERAL LOADING OF PILES.
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