Keywords: PUDDLE CLAY
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Journal Articles
Proceedings of the Institution of Civil Engineers (1990) 88 (6): 1109–1115.
Published: 01 December 1990
... PUDDLE CLAY REINSTATEMENT REPAIRS LIMESTONE FILL LLANGOLLEN WALES UK © Thomas Telford and ICE 1990 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...
Journal Articles
Proceedings of the Institution of Civil Engineers (1989) 86 (6): 1047–1066.
Published: 01 December 1989
...-slopes. Generally the canalis lined with puddle clay. 5. Since its completion in 1808, the canal has suffered from a series of breaches, leaks and other geotechnical difficulties. Major breaches occurred in 1945, 1960, 1982 and 1985.The last three were all between bridges 35 and 36. The 1945 breach...
Journal Articles
Journal Articles
Proceedings of the Institution of Civil Engineers (1987) 82 (1): 123–152.
Published: 01 February 1987
...* Internal erosion is a major hazard to old British earth dams. Hydraulic fracture of a narrow puddle clay corecould be amechanism which initiateserosion. A programme offield measurements has been undertaken to examine the horizontal pressures within puddle clay cores and puddle-filled trenches of old earth...
Journal Articles
Proceedings of the Institution of Civil Engineers (1985) 78 (6): 1504–1507.
Published: 01 December 1985
...G HAIDER; DJ WILKINSON UK INLAND WATERWAYS CANALS GOVERNMENT GRANTS FUNDING FINANCE RESERVOIRS RENEWAL BRIDGES STRUCTURES MINING WATER RESOURCES WATER RESOURCES REPAIRS COSTS MAINTENANCE SEEPAGE PUDDLE CLAYS PUDDLE CLAY GATES ECONOMICS BRITISH WATERWAYS BOARD...
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
Proceedings of the Institution of Civil Engineers (1957) 7 (1): 74–87.
Published: 01 May 1957
... 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 BLOCKS PIPELINES MATERIALS IRON CAST...
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...

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