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1-8 of 8
Keywords: PUDDLE
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Journal Articles
Proceedings of the Institution of Civil Engineers (1990) 88 (6): 1109–1115.
Published: 01 December 1990
... MONITORING FAILURES CLAYS PUDDLE PUDDLE CLAY REINSTATEMENT REPAIRS LIMESTONE FILL LLANGOLLEN WALES UK Proc.Instn Cio. Engrs, Part 1,1990, 88, Dec.,1109-1115 DISCUS9S5IO02N MARITIME ENGINEERING GROUP Reconstruction of Llangollen Canal G. Haider P. Lacey, Ove Arup & Partners Has it been...
Journal Articles
JA CHARLES, KS WATTS, BRE, DJ NAYLOR, S-L TONG, ADM PENMAN, AW SKEMPTON, PR VAUGHAN, DNW EARP, P TEDD, HK MHACH, DJ KNIGHT, J BRINDLEY, MF KENNARD, WJF RAY
Proceedings of the Institution of Civil Engineers (1987) 82 (4): 1241–1268.
Published: 01 August 1987
...JA CHARLES; KS WATTS; BRE; DJ NAYLOR; S-L TONG; ADM PENMAN; AW SKEMPTON; PR VAUGHAN; DNW EARP; P TEDD; HK MHACH; DJ KNIGHT; J BRINDLEY; MF KENNARD; WJF RAY BUILDING RESEARCH ESTABLISHMENT BRE MEASUREMENT EARTH PRESSURE CORES CLAYS PUDDLE PUDDLE CLAY ROLLED CONSTRUCTION DAMS...
Journal Articles
Proceedings of the Institution of Civil Engineers (1987) 82 (1): 123–152.
Published: 01 February 1987
...JA CHARLES; KS WATTS; BRE © Thomas Telford and ICE 1987 BUILDING RESEARCH ESTABLISHMENT BRE MEASUREMENT HORIZONTAL EARTH PRESSURE DAMS PUDDLE CLAYS PUDDLE CLAY CORES HORIZONTAL EROSION HYDRAULIC FRACTURE MECHANISMS FIELD TRENCHES HISTORY EMBANKMENTS CONSTRUCTION...
Journal Articles
Proceedings of the Institution of Civil Engineers (1985) 78 (6): 1504–1507.
Published: 01 December 1985
... SEEPAGE PUDDLE CLAYS PUDDLE CLAY GATES ECONOMICS UK Proc. Instn Ciu. Engrs, Part 1, 1985,78, Dec., 1504-1507 INFODRISMCAUMLSASERIONITNGIMINEEGERROINUGP Some recent workson inland waterways Introducer G. HAIDER, MSc, DIC, MICE, FIHT* Reporter D. J.Wilkinson, MSc, MICE? Mr Haider began...
Journal Articles
J KENNARD, M F KENNARD, A W BISHOP, P R VAUGHAN, A L LITTLE, T N W AKROYD, N J RUFFLE, D H TROLLOPE, R J COURT, S SEROTA, J K HUNTER, H H DIXON, R H CUTHBERTSON, P O WOLF, S ROBIN, R C S WALTERS, ROW
Proceedings of the Institution of Civil Engineers (1962) 23 (4): 726–765.
Published: 01 December 1962
... rather more fully with the puddle clay core but it had been coveredalready by apreviousspeaker.However,hehadmadesomecalcula- tions, as far as he was able to. from the figures given in the Papers. He had assumed that thepermeability ofthe boulder claywas one-tenth of that in the Usk Dam, and had found...
Journal Articles
Proceedings of the Institution of Civil Engineers (1957) 7 (2): 266–274.
Published: 01 June 1957
... and how were they related to the designed water level after impounding? The weight of concrete seemed to have been inadequate to resist the pressures unless they were very low. 101. Did the Authors consider that puddle-clay cof6swere stiIl the bestmeans of ensuring watertightness, or would...
Journal Articles
H KERR, EB LOCKETT, GM BINNIE, JA BANKS, HET COMPTON, WJ DYER, AL LITTLE, R DRAKE, ADM PENMAN, JCA ROSEVEARE, KY SINGH
Proceedings of the Institution of Civil Engineers (1957) 7 (1): 74–87.
Published: 01 May 1957
... DEPOSITS JOINTS ARTICULATED TOWERS VALVES STRESS BITUMEN VISCOSITY VELOCITY WORKS TREATMENT PURIFICATION TANKS SEDIMENTATION WEIRS CHANNELS SLUDGE ELECTRICITY TURBINES POWER GENERATION AIR COMPRESSED MAINS PROTECTION CLAYS PUDDLE PUDDLE CLAY BANKS PUDDLING EMBANKMENTS WEIRS...
Journal Articles
Proceedings of the Institution of Civil Engineers (1953) 2 (2): 199–208.
Published: 01 March 1953
...J A BANKS; W L LOWE BROWN; H Q GOLDER; L F COOLING © Thomas Telford and ICE 1953 PROBLEMS DESIGN CONSTRUCTION PUDDLE PUDDLE CLAY STABILITY EARTH SLOPES CLAYS LATERAL PRESSURE BOULDER MEASUREMENT PORE WATER KNOCKENDON DAM MUIRHEAD UK CORRESPONDENCE...
