...-water mark. From this point out to a depth of 22 feet, the wharf was a trestle type of structure, the bentsof piles being spaced a t 10-foot centres and the piles in the bents being spaced the same distance apart. To take the side thrust, these piles were braced together by diagonal braces of 9-inch...

... from sliding forwardunder the pressure of the back-filling. These measures comprised the driving of round timber piles through the majority of the pockets in each crib, including all the front two rows of pockets, after which the cribs were filled with rubble. Timbersheet pileswere driven along...

... temporarily supported by driving timber piles a t short intervals in front of the toe of the wall. While this proved effective in preventing further sliding of the wall, it reduced the widthavailable for navigation, and consequently increased the difficulties of moving the barges. . . ~~ Original...

...H HERROD © Thomas Telford and ICE 1930 BRAITHWAITE SCREWS PILING PILES SEWAGE SEA OUTFALLS WORKS SCREWPILES SCREWS SCREWPILING SCREWPILED SCREWING DESIGN FORCES WINCHES CAPSTANS ELECTRIC HYDRAULIC APPLICATIONS CONSTRUCTION SELECTEDENGINEERINGPAPERS. BEING...

...G B R PIMM © Thomas Telford and ICE 1929 DESIGN PILES TESTS IMPACT PILING STATIC LOADING MOMENTARY CONTINUOUS EFFECT FORMS MATERIALS RESISTANCE LOADS BEINGORIGINAL COJ7&IUNICATIONS ORDERED BY TRE C O U N C I L TO BE I U U L I S E E D WITHOUT D I S C U s S I O N . No. 78...

...H HERROD © Thomas Telford and ICE 1928 WIDENING HARBOURS DOCKS ENTRANCES PORTS WALLS REINFORCED CONCRETE PILES STEEL RANSOME PILING DESIGN COFFERDAMS CONSTRUCTION DAMS DRIVING EXCAVATING EXCAVATIONS QUAYS PORTSMOUTH CAMBER DOCKS UK SELECTED ENGINEERING...

...J W M MCLAREN GRIMSBY UK SELECTEU ENGISEERIING PAYERS. l!EINC, ORIGINACOL MMUNICATIONS ORDERED BY THCEOUNCIL TO BE PUBTJSIIED WITHOUT DISCUSSION. No. 25. INTERLOCKING STEEL SHEET PILING FOR TEMPORARY DAMS AT GRIMSBY. BY JOHN WILLIBMS M~LAREN,MC., M. INSTC..E. EDITED BP H. H. JEFFCOTT...