...M PULLER; P J BARKER ORDINARY MEETING REPORT Proc. Instn Civ. Engrs Geotech. Engng, 1995, 113,July, 182 Meeting held: 20 Sept. I 9 9 4 182 Paperpublished: Proc. Instn Civ. Engrs Geotech. Engng, 1994,107,Jan. 47-57 The waterproof nesosf structural diaphragm walls M. Puller gested that reinforcement...

...M PULLER; D E SHERWOOD; J D CRAWLEY; C N HARNAN; R CATHER; J D FINDLAY; W G K FLEMING; D J BEVAN; D J PULLER; M FUCHSBERGER BACHY STENT FOUNDATIONS CEMENTATION PILING & FOUNDATIONS WALLS STRUCTURAL DIAPHRAGM WATERPROOFNESS LEAKAGE WATER BASEMENTS SLABS WATERTIGHTNESS PANELS...

... GEOTECHNICS DESIGN STRUCTURAL SYSTEMS TEMPORARY PROPPING BEHAVIOUR PROPS SITES SUPPORTS SOILS STRENGTH TEMPERATURE EFFECT WALLS SAFETY PILES PILING DIAPHRAGM MOORGATE KINGS STREET CHINGFORD LONDON UK Loads onstruts in excavations Introducers M. Stroud, MA(Cantab),PhD, MICE...

... an eighteenth century Grade I listed building in the City of London. In mid 1988, a 305 m diameter tUnne1 wasconstructed approximately 15 m below the building. It w a s intended that this tunnel would be the first ofa number of additional tunnelsand underground structures to be built near the Mansion House...

... of various monitoring systems in conjunctionwith preciselevelling surveys enabled the interpretation of apparent backgroundsettlement trends also shown that the settlement troufgrohm the station complex would only marginallyinflu. ence the north-east(NE) corner of the structure. 3...

...M PULLER © Thomas Telford and ICE 1994 BUTLER PULLER WALLS STRUCTURAL DIAPHRAGM WATERPROOFNESS WATERTIGHT LEAKAGE WATER WATERPROOF DESIGN STANDARDS BASEMENTS CONSTRUCTION PREVENTION LININGS PANELS JOINTS SLABS SPECIFICATIONS GROUND GROUNDWATER The waterproofness...