Keywords: FILLING
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Journal Articles
Minutes of the Proceedings of the Institution of Civil Engineers (1933) 235 (1933): 36–89.
Published: 01 January 1933
...R MAIR © Thomas Telford and ICE 1933 RENDEL PALMER TRITTON BRIDGES RAILWAYS RIVERS DESIGN SPANS SITES CONDITIONS CONSTRUCTION CAISSONS SINKING TILTING FILLING WELLS PLUGGING FRICTION RESISTANCE PIERS ERECTION STAGING FLOTATION GIRDERS SERVICE POSITIONING...
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Minutes of the Proceedings of the Institution of Civil Engineers (1922) 213 (1922): 160–207.
Published: 01 January 1922
... TILBURY RIVER THAMES STABILITY DEEP WATER QUAYS WALLS FRICTION EARTH PRESSURE LATERAL RESISTANCE DOCKS FAILURES FORMULAE SATURATION FLOODING FOUNDATIONS DRAINAGE JETTIES CYLINDERS FILLING RETAINING PILES RIVERS ESTUARIES © Thomas Telford and ICE 1922 Correspondence...
Journal Articles
Minutes of the Proceedings of the Institution of Civil Engineers (1920) 209 (1920): 284–312.
Published: 01 January 1920
... that hree classes of filling should be used :- ( U ) Good clean river sand. (a) Gravel as obtained from excavations. ( c ) Garden soil, These, owingto building operationsin thevicinity, were available in fairly large quantities. Method-In the case of each material the door was set :- (l) Inclinedinwards. (2...
Journal Articles
Minutes of the Proceedings of the Institution of Civil Engineers (1918) 206 (1918): 52–79.
Published: 01 January 1918
... to l, even though it was only for the filling andcapping of the wells, Theaggregatemust have been extremely well mixed, and the sand must have had a very clean crystalline cha.racter to produce a good result. It would be useful to hear further particulars as to this sand, and its weight per cube...
Journal Articles
Minutes of the Proceedings of the Institution of Civil Engineers (1918) 206 (1918): 2–32.
Published: 01 January 1918
... the consequent leaning over, the Authors aim was to fill these trinngles.Accordingly a foot or toe was formed, 17 feet long, 3&feet wide, and 3 feet G inches thick, opposite the junction of e : d pair of these wells (Figs. 6, Plnte 1 ) . At the same time the whole front of the triangle was shuttered, 10...
Journal Articles
Minutes of the Proceedings of the Institution of Civil Engineers (1918) 206 (1918): 152–189.
Published: 01 January 1918
... TUNNELS ROUGHING FILTERS BEDS CLEANING GRAVEL SAND SERVICE TOWNS CITIES CEMENT TESTING CUT AND COVER COSTS FILLING CONCRETE FILL DERWENT VALLEY ENGLAND DERBYSHIRE HOWDEN DERWENT AMBERGATE UK l52 ELKCTIONS [Minutes of Associate Menkbers-continued. HUSSEISNIRRYS,tudIn. st...
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Minutes of the Proceedings of the Institution of Civil Engineers (1904) 158 (1904): 1–25.
Published: 01 January 1904
...R H BROWN © Thomas Telford and ICE 1904 CEMENT GROUTS DELTAS BARRAGES RESTORATION IRRIGATION PIERS BOREHOLES GROUTING FOUNDATIONS RIVERS QUANTITIES PRESSURE WEIRS DESIGN WALLS FILLING BOXES BLOCKS CRACKS LOCKS DAMS RIVER NILE ROSETTA BRANCH DAMIETTA BRANCH...
Journal Articles
Minutes of the Proceedings of the Institution of Civil Engineers (1841) 1 (1841): 143–146.
Published: 01 January 1841
...J B HARTLEY © Thomas Telford and ICE 1841 EMBANKMENTS FORMATION WALLS RETAINING FILL FILLING FOOTINGS DAMS METHODS CONSTRUCTION 143 One side being finished throughoutitsentirelength,thetrains wereturned upon the up-line, andthe same mode of proceeding followed with the other...

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