...D J RICHARDS; W POWRIE; J R T PAGE © Thomas Telford and ICE 1998 SOUTHAMPTON UNIVERSITY GUILDFORD CHAMBERS RETAINING WALLS INVESTIGATIONS INSTALLATION PERFORMANCE CENTRIFUGES MODELLING TECHNIQUES MODELS GEOTECHNICAL TESTS EMBEDDED DIAPHRAGM GROUNDWATER LEVELS PANELS...

...J HEYMAN; C A COULOMB © Thomas Telford and ICE 1998 CAMBRIDGE UNIVERSITY SOILS THRUST ANALYSIS WALLS RETAINING SOIL MECHANICS MATERIALS COHESION FRICTION PHYSICAL PARAMETERS DESIGN RULES STATICS BEAMS STRENGTH ANGLES FRACTURE COLUMNS COHESIONLESS Coulomb's...

...K SOGA © Thomas Telford and ICE 1998 CAMBRIDGE UNIVERSITY EARTHQUAKES SOILS LIQUEFACTION EFFECT DAMAGE FILL MATERIALS GROUND SETTLEMENT PORTS QUAYS WALLS CONCRETE CAISSONS DISPLACEMENT PILES WAREHOUSES STRUCTURES FRACTURE MOVEMENT SUBSIDENCE SITES IMPROVEMENT...

... BRIDGES WALLS RETAINING PILES RESPONSES LIQUEFACTION PERFORMANCE GEOTECHNICS MATERIALS MODELLING MODELS SOIL PROPERTIES NUMERICAL PREDICTION Permanent soil deformations after Proc. Instn earthquakes ± implications for design Civ. Engrs Geotech. Engng, 1998, 131, Jan., 1±3 D. Muir Wood Six...

...R S STEEDMAN Seismic design of retaining walls R. S. Steedman, BSc, MPhil, PhD, CEng, FICE, FRSA Proc. Instn Civ. Engrs Geotech. Engng, 1998, 131, Jan., 12±22 j Field evidence of the behaviour of retaining walls in recent earthquakes has continued to show a wide range of performance, implying...

... surface. 30. Figure 11 showssections of the postfailure surface for the Merriespruit tailings dyke. Section E'E' is the pre-failure section normal to the wall and EE is a section through the overtopping breach. Section FF runs at right angles to EE, and GG runs at 45" to EE. The intersections of FF and GG...

... BORING ROTARY CFA CONTINUOUS FLIGHT AUGER INCLINOMETERS PROBES CABLES TOOLS MONITORING GROUND MOVEMENT CONSTRUCTION HIGHWAYS SUBSURFACE PILING EXCAVATIONS CONSTRUCTION RETAINING WALLS TOLERANCES GROUNDWATER SITES PROFILES CLAYSTONE BANDS LONDON ENGLAND UK MAHMOUD...

... CALCULATING PRESSURE CALCULATIONS EXPERIMENTS WALLS RESEARCH TRENCHES TIMBER POLING BOARDS COHESION LONDON ENGLAND METROPOLITAN UK TOMLINSON square, a bg a triangle, having sides of the ratio of l and a h d aparaboliccurve.* -- 20 70 80 90 100 Cd Thus, if itwererequiredtoknow...

... LAND STEEL PILING PRACTICE SHEETPILES WORKS DESIGN INSTALLATION METHODS CORROSION WALLS RETAINING PILES PROTECTION METAL RESISTIVITY SOILS OXYGEN 1994 DENNIS WAITE LECTURE 182 Permanent sheet piling for structuresProc. Instn civ. Engrs on land: 1994 Dennis Waite Lecture Geotech...

...M PULLER; C K T LEE; BS 8002: 1994; BS 8002; CIRIA R 104; CIRIA; CP 2; WINKLER © Thomas Telford and ICE 1996 HARRIS & SUTHERLAND CIRIA CONSTRUCTION INDUSTRY RESEARCH & INFORMATION ASSOCIATION WALLS RETAINING BRACED EMBEDDED STUDIES COMPARATIVE CALCULATIONS DESIGN...

... PERFORMANCE ANALYSIS PRESSURE CALCULATIONS WALLS DISTRIBUTION SUPPORTS ELEMENTS A comparison between the design methods forearth retaining structures recommended byBS 8002:1994 and previously used methods c.M. Puller, DIC,FICE,FIStrucE and K. ir: Lee, BSc,PhD,MIStrucE,FGS Proc. Instn Ciu. Engrs...

...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...

... SLOPES EXCAVATIONS INSTALLATION NAILS TIEBACKS WALLS REINFORCED ANALYSIS DESIGN OPTIMISATION BRAZIL SOUTH AMERICA Experience with soil nailing in Brazil: J. A . R. Ortigao, DSc, E. M. Palmeira, DPhil, and A . C.Zirlis, EngCiuil Proc. Instn Civ. Engrs Geotech. Engng, 1995, 113,Apr., 93...

...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...

...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...

.... The jammed, walls damage was such were cracked and that doors had windows had Geotecknicul Engineering Advisory Panel Paper 10537 broken and it was apparent that movemenotf ment during a night of heavy rain. the Tower foundations had takenplace. This Written discussion Analysis indicated that the movement...

...M L LINGS; C W W NG; D F T NASH; CIRIA R 108 The lateral pressure of wet concretein diaphragm wall panels cast under bentonite M. L. Lings,MA, MSc, DIC, MICE, c. W. WN. g, MSc, PhD,.MICE and D. F. T.Nash, MA, MSc, DIC, MICE h o c . Instn Civ Engrs Geotech. Engng. 1994,107, July,163-172 Ground...

...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...