... and blue-sky excavation to enable phased delivery of the project. Temporary single-level props enabled blue-sky construction by managing ground movements. Ground movements associated with the basement construction and impact on third-party assets were monitored to validate the design using three...

...G V R WATSON; D R CARDER; K G HIGGINS; R FERNIE; D M POTTS; TRL © Thomas Telford and ICE 1995 GEOTECHNICAL CONSULTING GROUP IMPERIAL COLLEGE TRANSPORT RESEARCH LABORATORY TRL CEMENTATION PILING FOUNDATIONS WALLS RETAINING PILES PROPPED BORED PERFORMANCE CONSTRUCTION...

... 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...

...D J RICHARDS; W POWRIE Finite element analysiosf construction sequences for propped retaining walls D.J.Richards, BEng, and W. Powrie, MA, MSc, PhD, CEng, MICE Proc. lnstn Civ. Ennrs Geotech. Engng. 1994, 107, Oct., 207-216 Ground Board H A series of finite element analyseshas been carried out...

...G V R WATSON; D R CARDER; MOHR COULOMB; CRISP; TRL © Thomas Telford and ICE 1994 TRANSPORT RESEARCH LABORATORY TRL WALLS RETAINING PILES PROPPED BORED PERFORMANCE CONSTRUCTION FIELD MONITORING FINITE ELEMENTS ANALYSIS MODELS MEASUREMENT GROUND MOVEMENT TOTAL LATERAL...