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1-5 of 5
Keywords: UNDERWATER
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Journal Articles
Proceedings of the Institution of Civil Engineers - Geotechnical Engineering (1997) 125 (3): 179–187.
Published: 01 July 1997
... TRANSPORT SIMULTANEOUS FINITE DIFFERENCE FIELD DISPOSAL MINES BAUXITE ANALYSIS NUMERICAL LONGITUDINAL UNDERWATER SLOPES PROFILES SEDIMENTS MODELLING MODELS Comparison of the measured and predicted performance of tailings sedimentation Proc. Instn Civ. Engrs Geotech. Engng, 1997, 125, July...
Journal Articles
Proceedings of the Institution of Civil Engineers - Geotechnical Engineering (1996) 119 (1): 1–14.
Published: 01 January 1996
...H TSUJI; T SAWADA; M TAKIZAWA; ICSMFE © Thomas Telford and ICE 1996 ICSMFE JAPAN RAILWAY CONSTRUCTION PUBLIC CORPORATION TAISEI CORPORATION TUNNELS ACCIDENTS INUNDATION UNDERSEA SUBMARINE UNDERWATER SEA GEOLOGY GEOTECHNICS CONSTRUCTION PILOT SERVICE FLOODING...
Journal Articles
Proceedings of the Institution of Civil Engineers - Geotechnical Engineering (1995) 113 (2): 80–85.
Published: 01 April 1995
...G E BLIGHT; J E S BOSWELL; A ZENON © Thomas Telford and ICE 1995 WITWATERSRAND UNIVERSITY H WEBER WASTE TECH DAMS EMBANKMENTS CONSTRUCTION UNDERWATER TAILINGS IMPOUNDMENTS IMPOUNDING RAISING MODELS TESTS LABORATORIES DIAMONDS MINES PROPERTIES SPRAY BARS METHODS...
Journal Articles
Proceedings of the Institution of Civil Engineers - Geotechnical Engineering (1994) 107 (4): 223–239.
Published: 01 October 1994
... and underwater tunnels, considerable compressed air working, including much work in tidal waters, mixed with flood, fire, gas andearthquake. As a result I was better equipped to brood over our own, but chiefly other people s, problemsthan before this curious episode. several new techniques to allow construction...
Journal Articles
Proceedings of the Institution of Civil Engineers - Geotechnical Engineering (1994) 107 (3): 163–172.
Published: 01 July 1994
... of concrete at placing,cement type, and any additives used. 13.001 t1. 3.30 1 Total pressure on the form Pore-water pressure on the form NOreinforcement in the vicinity of the gauge 0 Deflection measure on back of gauge Underwater concreting and diaphragm wall construction 10. Compared to the common case...
