.... C.E. TABLE O F CONTENTS. History . . . . . . .. .The newArdrishaig sea-lock Monolith construcGon . . . .. .Theconcrete-block cofferdam CThonesgtarutecstio.n o.f w.alls. . . .. . . . . . .TTThhhnAeeeerwnCderrwiinshaAnaridgdrrdyisohcsakeiag-lsowcikng-b..ridge The gates .Acknowledgments . . . . . P A GE...

... the temperatures are higher. There were some 350 linearmetres of retaining-walls in the approaches with a maximum height of some 5 metres. These were of reinforced concrete, 8 inches thick at thebase tapering to 5 inches at the top, andcontinuing upwards a further 2 metres as a parapet, 4 inches thick...

...F H CLARK © Thomas Telford and ICE 1935 SURVEYS RECONSTRUCTION SEA DEFENCES CONCRETE RETAINING WALLS PROTECTION MOVEMENT GEOLOGY GEOLOGICAL BREACHES SLIPS BLOCKS METHODS TIMBERING RECONSTRUCTION LYME REGIS ENGLAND DORSET UK SELECTED ENGINEERING PAPERS...

... of the stresses ina thick cylinder, both when subjected to an internal pressure alone and when subjected to a radialtemperature-gradient alone. These analyses lead to formulas for the radial, circumferential, and longitudinal stresses at alrladii within the wall-thickness. For design purposes, however...

..., the late Dr. Elmor Corthell and Dr. Santo Rosa. It wasdecided t o constructquay-walls on a curveinthe river, t o reclaim the area between these new quays and the shore, to erect new sheds formerchandize on the reclaimed land and todredge a berthing basin t o provide a depth of 9.24 metres below low-water...

...J MARCHBANKS © Thomas Telford and ICE 1933 DEVELOPMENT HARBOURS DREDGING RECLAMATION SEA WALLS WHARVES CARGOES SHEDS EQUIPMENT FLOATING PLANT SLIPWAYS REPAIRS HANDLING TRADE CONTROL COSTS MOORING SUPERSTRUCTURES MATERIALS WELLINGTON HARB PORT NICHOLSON NEW...

...B HOWORTH RIVERS NAVIGATION IMPROVEMENT WALLS PILES RECONSTRUCTION PILING SLUICES RIVER LEE UK SELECTED ENGINEERING PAPERS. GE1IZ.G ORIGIKAL C'OM&lUNICATIOlvS ORDERED BY THE COUKCIL TO BE PUBLISHED WITHOUT DISCUSSION. No. 126. '' RIVER: LEE NAVIGATION IMPROVEMENTS," BY BEN...

...W C ASH © Thomas Telford and ICE 1932 EXPERIMENTS QUAYS WALLS DOCKS DISTORTION PORTS MICROMETERS BEAMS HORIZONTAL BOX LATERAL EARTH PRESSURE PILES CLUTCHES VERSED SINES MOVEMENT STRESS JOISTS REACTIONS KING GEORGE CALCUTTA INDIA ASIA SELECTED...

.... THEINSTITUTION OF CIVILENGINEERS. SELECTEDENGINEERINGPAPERS. No. 121. " The Stabilizing of a Quay-Wall." By WILLIAMMUIRHEAD,M. Inst. C.E. THE subject of this Paper is the stabilizing of a quay-wall, fronting a tidal river, which had moved bodily outwards, and had subsided atthe sametimeT. hemaximumhorizontadl...

...M K RICE OXLEY; M K R OXLEY © Thomas Telford and ICE 1930 GENERALISED MATHEMATICAL EARTH PRESSURE WEDGES THEORY MATHEMATICS CALCULATIONS METHODS WALLS ABUTMENTS SELECTED ENGINEERIKG PAPERS, BEING ORIGINAL COYivIIUNICbTIONS ORDERED BY THE COUNCIL TO BE PUBLISIIED WITHOUT...

...H HERROD UK © 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 SELECTED ENGINEERING...