...DL COPE; DE SINCLAIR; AN BEAL; HPJ TAYLOR; WJ SNASDELL; SIR ALAN HARRIS © Thomas Telford and ICE 1983 CONCRETE SUPPORTS RAILWAYS TRACK IN SITU SLABS PRECAST RAILS SEWAGE TRAINS TOILETS EXPERIMENTS SLEEPERS METROS DERAILMENTS DAMAGE BALLAST DISPOSAL CHARING CROSS...

...SJ TAYLOR; I CALLISTER; RW COOKE HYDROTECHNIQUE MICROPILES PALI RADICE UNDERPINNING INSTALLATION CAPACITY MICROPILING ROOT PATTERN PILES EQUIPMENT LOAD BEARING PILING SYSTEMS FOUNDATIONS LOADS TUBES CHARING CROSS LONDON UK Proc. Instn Ch. Engrs, Part 1, 1981...

... wilble modernized and prepared for automatictrainoperation (ATO). It is not possible to forecast when Stages I1 and 111 will proceed. 150. Traffic is building up satisfactorily onthetunnel section of the line between BakerStreetand Charing Cross,but its full potential will not be reached unless and until...

... JUBILEE LINE BAKER STREET BOND STREET ADMIRALTY ARCH ALDWYCH CHARING CROSS UK Proc. lnsm Cio. Engrs, Part 1, 1979, 66, Aug., 375-394 8250 CONTINUED The Jubilee Line 2. Construction from Baker Street to Bond Street exclusive and from Admiralty Arch to Aldwych A description isgivenof...

.... These were divided into short lengths, with water bars in the joints. The upstream and the downstream sections are connected by a subway under the brick arch of the Waterloo-charing Cross railway viaduct. The construction of this subway immediately adjacetnot shallow viaduct foundations carrying heavy...