PW ROWE
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Journal Articles

LIMIT EQUILIBRIUM DESIGN METHODS FOR FREE EMBEDDED CANTILEVER WALLS IN GRANULAR MATERIALS.

AVD BICA, H BLUM, CRI CLAYTON, PW ROWE, H KREY, J BRINCH HANSEN
Journal: Proceedings of the Institution of Civil Engineers
Proceedings of the Institution of Civil Engineers (1989) 86 (5): 879–898.
https://doi.org/10.1680/iicep.1989.3161
Published: 01 October 1989
View article titled, LIMIT EQUILIBRIUM DESIGN METHODS FOR FREE EMBEDDED CANTILEVER WALLS IN GRANULAR MATERIALS.
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Journal Articles

8867-70 DISCUSSION. JAMUNA RIVER 230kV CROSSING, BANGLADESH.

LW HINCH, DM MCDOWELL, PW ROWE, DA HUGHES, AB WOOD, JA CHANDLER, J PERAINO, RI FAIR, FIDIC
Journal: Proceedings of the Institution of Civil Engineers
Proceedings of the Institution of Civil Engineers (1986) 80 (3): 731–753.
https://doi.org/10.1680/iicep.1986.681
Published: 01 June 1986
View article titled, 8867-70 DISCUSSION. JAMUNA RIVER 230kV CROSSING, BANGLADESH.
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Journal Articles

JAMUNA RIVER 230 KV CROSSING - BANGLADESH III. CONSTRUCTION OF FOUNDAT -IONS.

JA CHANDLER, J PERAINO, PW ROWE
Journal: Proceedings of the Institution of Civil Engineers
Proceedings of the Institution of Civil Engineers (1984) 76 (4): 965–984.
https://doi.org/10.1680/iicep.1984.1172
Published: 01 November 1984
View article titled, JAMUNA RIVER 230 KV CROSSING - BANGLADESH III. CONSTRUCTION OF FOUNDAT -IONS.
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Journal Articles

JAMUNA RIVER 230 KV CROSSING - BANGLADESH 1. DESIGN OF FOUNDATIONS.

LW HINCH, DM MCDOWELL, PW ROWE
Journal: Proceedings of the Institution of Civil Engineers
Proceedings of the Institution of Civil Engineers (1984) 76 (4): 927–949.
https://doi.org/10.1680/iicep.1984.1170
Published: 01 November 1984
View article titled, JAMUNA RIVER 230 KV CROSSING - BANGLADESH 1. DESIGN OF FOUNDATIONS.
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Journal Articles

DISCUSSION. DERWENT DAM.

NJ RUFFLE, N BUCHANAN, PW ROWE, AG MCLELLAN, AR BURTON, HG KEEFE, A MARSLAND, S ROSENAK, ADM PENTAM, MF KENNARD, S POULUS, PM CASHMAN, KR EARLY, RL BROWN, AW BISHOP, RJ HAMILTON, HV COLLEY
Journal: Proceedings of the Institution of Civil Engineers
Proceedings of the Institution of Civil Engineers (1971) 48 (3): 479–521.
https://doi.org/10.1680/iicep.1971.6426
Published: 01 March 1971
View article titled, DISCUSSION. DERWENT DAM.
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Journal Articles

DERWENT DAM - EMBANKMENT STABILITY AND DISPLACEMENTS. (INCLUDES APPENDICES).

PW ROWE, BOUSSINESQ, BS 5950
Journal: Proceedings of the Institution of Civil Engineers
Proceedings of the Institution of Civil Engineers (1970) 45 (3): 423–452.
https://doi.org/10.1680/iicep.1970.7137
Published: 01 March 1970
View article titled, DERWENT DAM - EMBANKMENT STABILITY AND DISPLACEMENTS. (INCLUDES APPENDICES).
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Journal Articles

DISCUSSION ON PAPER NO. 6201: SHEET-PILE WALLS IN CLAY.

PW ROWE, NJ COCHRANE
Journal: Proceedings of the Institution of Civil Engineers
Proceedings of the Institution of Civil Engineers (1958) 9 (1): 115.
https://doi.org/10.1680/iicep.1958.2280
Published: 01 January 1958
View article titled, DISCUSSION ON PAPER NO. 6201: SHEET-PILE WALLS IN CLAY.
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Journal Articles

CORRIGENDUM. SHEET-PILE WALLS SUBJECT TO LINE RESISTANCE ABOVE THE ANCHORAGE.

PW ROWE
Journal: Proceedings of the Institution of Civil Engineers
Proceedings of the Institution of Civil Engineers (1957) 8 (4): 442.
https://doi.org/10.1680/iicep.1957.12149
Published: 01 December 1957
View article titled, CORRIGENDUM. SHEET-PILE WALLS SUBJECT TO LINE RESISTANCE ABOVE THE ANCHORAGE.
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Journal Articles

SHEET-PILE WALLS SUBJECT TO LINE RESISTANCE ABOVE THE ANCHORAGE.

PW ROWE
Journal: Proceedings of the Institution of Civil Engineers
Proceedings of the Institution of Civil Engineers (1957) 7 (4): 879–896.
https://doi.org/10.1680/iicep.1957.2729
Published: 01 August 1957
View article titled, SHEET-PILE WALLS SUBJECT TO LINE RESISTANCE ABOVE THE ANCHORAGE.
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Journal Articles

SHEET-PILE WALLS IN CLAY.

PW ROWE
Journal: Proceedings of the Institution of Civil Engineers
Proceedings of the Institution of Civil Engineers (1957) 7 (3): 629–654.
https://doi.org/10.1680/iicep.1957.2613
Published: 01 July 1957
View article titled, SHEET-PILE WALLS IN CLAY.
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