... STIFFNESS PILES FLEXIBILITY BASEMENTS FOUNDATIONS LONDON CLAY NOISE VIBRATIONS DIAPHRAGM WALLING BEHAVIOUR PROPPED ANALYSIS Proc. Instn Civ. Enyrs, Part 1, 1991, 90, Dec., 1255-1277 958E5NDGIRISNCOEUESNRSDIINOGN GROUP Use of sheet pile retaining walls for deep excavations in stiff clay D. M...

...W POWRIE; ESF LI Proc. Znstn Ciu. Engrs, Part 2, 1991, 91, Dec.,853-873 PAPER 9730 Analysis of in-situ retaining walls propped at formation level GROUND BOARD The use of formation level props to support an embedded cantilever retaining wall can be advantageous in terms of minimizing thedepth...

...JA HEMSLEY © Thomas Telford and ICE 1987 OVE ARUP PARTNERSHIP LONDON. PLANE STRAIN FLEXURE STRIP FOUNDATIONS EDGES WALLS ELASTIC LOADS ANALYSIS APPLIED LATERAL INTERACTION METHODS LIQUIDS STORAGE TANKS CANTILEVER BASEMENTS SUBSTRUCTURES RETAINING PROPPED...

...C HUMPHESON; AJ FITZPATRICK; JMD ANDERSON; DJ HENKEL; FN ROWLEY; N YARWOOD; DP NICHOLSON; M PULLER; S XAVIER © Thomas Telford and ICE 1987 BASEMENTS SUBSTRUCTURES HEADQUARTERS BANKING DEFLECTION BANKS GEOLOGY GEOTECHNICS GROUNDWATER WALLS DIAPHRAGM PROPPED CONSTRUCTION...

...IF SYMONS TRANSPORT AND ROAD RESEARCH LABORATORY ASSESSMENT STABILITY IN SITU RETAINING WALLS CLAYS PROPPED OVER CONSOLIDATED FISSURES EMBEDDED LONDON CLAY EFFECT METHODS ANALYSIS INPUT PARAMETERS FACTORS SAFETY PENETRATION PORE DEPTH SENSITIVE WATER TABLE...

...JG FRODIN; RP JOHNSON; R TAYLOR; DGE SMITH; JWB STARK © Thomas Telford and ICE 1978 WARWICK UNIVERSITY SCOTT WILSON KIRKPATRICK DEFLECTION FULL CONNECTIONS RATIOS VALUE COMPOSITE PARTIAL STUDIES BONDS CONSTRUCTION BEAMS SHEAR LOADS STIFFNESS PROPPED Proc. Instn...

... PLASTIC REINFORCED CONCRETE SIMPLE SUPPORTS STEEL PROPPED CANTILEVER FLOORS COLUMNS INFINITE CLAMPS CIRCULAR CLAMPED PANELS Paper No. 6363 INVERSEDESIGN OF BEAMS AND GRILLAGES bY Jacques Heyman, M.A., Ph.D., A.M.I.C.E. University Lecturer in Engineering, University of Cambridge...