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...
Journal Articles
Journal Articles
Minutes of the Proceedings of the Institution of Civil Engineers (1932) 233 (1932): 361–375.
Published: 01 January 1932
... of excavationthrough four shafts. The balance of eighty-four monoliths averaged 40 feet by 17 feet ; they were used to fill the gaps in the lock and dry dock floors between the centre line and the walls. All these monoliths are shown in plan on Fig. 1, Plate 9, and it will be noticed that there are two extrmaonoliths...
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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): 152–189.
Published: 01 January 1918
.... Afterthereservoirwas filled withwater, it was, of course, impossible to take any further levels on the up-stream side, but as wits t o beexpected from thetransfer of much of theweightto tllcdown-streamtoe,thesettlementthereobservedincreasedto l inch a t t h r e e points where the trench was deepest, one of them being...
Journal Articles
Minutes of the Proceedings of the Institution of Civil Engineers (1918) 206 (1918): 52–79.
Published: 01 January 1918
... . WOULFEBRENANcongratulatedtheAuthorsontheir excellent Paper. H e was particularly gratified to note the satisfac- tory result in resisting tension in thebase of the front well-walls by reinforcingtheparts. H e was surprised at the use of a concrete of such weak mixture as 9 to l, even though it was only for the filling andcapping...
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
Journal Articles
Minutes of the Proceedings of the Institution of Civil Engineers (1904) 158 (1904): 1–25.
Published: 01 January 1904
...R H BROWN 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 EGYPT THE INSTITUTION CIVIL...
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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