... SETTLEMENT TUNNELLING STRENGTH STATIONS SINGAPORE SINGAPORE ASIA Proc. Instn Ciu. Engrs, Part 1, 1991, W,Apr.,463-502 9428-30 DISCUSTSRIOANNSPORTAETNIOGNINEEGRRINOGUP Singapore Mass Rapid TransitSystem T. W. Hulme, P. H. J. Chapman, Pok SheungFoo, J. P. Copsey, B. Kraft, P. Sripathy, L...

...J A HEMSLEY © Thomas Telford and ICE 1990 OVE ARUP HONG KONG UNIVERSITY APPLICATIONS LARGE MATRIX INTERACTION MATRICES ANALYSIS RAFTS FOUNDATIONS METHODS STRUCTURAL DESIGN MOMENTS FIELD SPECIFICATIONS STEEL REINFORCEMENT ESTIMATES SETTLEMENT ANGULAR DISTORTION...

...K S WATTS; J A CHARLES; BRE © Thomas Telford and ICE 1990 BUILDING RESEARCH ESTABLISHMENT BRE SETTLEMENT DOMESTIC REFUSE LANDFILL FILL SITES DISPOSAL CONSTRUCTION BUILDINGS DEVELOPMENT CHARACTERISTICS DEPOSITS RECENTLY PLACED WASTE DEEP INSTRUMENTATION MEASUREMENT...

...A J DAVIS; D J JEFFS BALFOUR BEATTY CONSTRUCTION BYPASSES PLANNING DESIGN CONSTRUCTION GEOLOGY GROUND CONDITIONS AQUEDUCTS CANALS ENVIRONMENT VILLAGES REHABILITATION ENVIRONMENTAL IMPACT RAILWAYS DIVERSION ROADS HIGHWAYS ROADWORKS EMBANKMENTS SETTLEMENT TUNNELLING...

... SPRINGS STIFFNESS RELATIONS FINITE DIFFERENCE MATRIX SETTLEMENT MATRICES DISPLACEMENT COMPUTERS PROGRAMS EQUIVALENT RINGS HOMOGENEOUS ISOTROPIC Proc. Instn Civ. Engrs, Part 2, 1990, 89, Sept., 407-431 PAPER 9595 STRUCTURAL ENGGRIONUEEPRING Simple computer analysis of circular rafts under...

... SHAFTS IN SITU ABUTMENTS CLOSURES GROUTING EXPANSION PARAPETS EMBANKMENTS COUNTRIES PRESTRESSED BALANCED TESTS FENDERS SITES SITE INVESTIGATION PERMANENT SETTLEMENT SPANS CONTINUITY APPROACHES JOINTS DECKS MATERIALS DEVELOPING SARAWAK SANTUBONG MALAYSIA ASIA Proc...

... settlement in association with interface friction onthe facing.Elsewhere in the structure thelateral pressures were quite large and exceeded the design values on the basis of active earth pressure conditions. The poor ground conditions and the constraints imposed by sheet piling and anchored tie rods...

... MEMBRANES SETTLEMENT GEOMEMBRANES CLAYS CORES SCHLEGEL SHEETING UPSTREAM IMPERMEABLE ROCKS THICKNESS SEEPAGE PIEZOMETERS Proc. Instn Ciu. Engrs, Part 1,1990,88,155-164 9259 and 9398 DISCUSSION WATER ENGINEERING GROUP Kontagora and Isanlu Dams, Nigeria N. S. M. Berry J. P. Millmore A. Smith H...

...MJ LITTLE; JA DUXBURY; JD COLACO OSORIO © Thomas Telford and ICE 1989 POSFORD DUVIVIER CHANNELS PIPES CORROSION TUBES SETTLEMENT SUBMARINE PROJECTS SEABED ALIGNMENT PIPELINES DESIGN STEEL MUD TOLO HONG KONG HONG KONG ASIA Proc. Instn Civ.Engrs, Part...

... AND COVER TUNNELLING SUPPORTS EXCAVATING UNDERWATER BORED MACHINERY GREATHEAD SHIELDS HAND COMPRESSED AIR AIDS MEDICAL SUPERVISION VIADUCTS LAUNCHING GANTRIES CONTRACTORS ELEVATED DEPOTS FOUNDATIONS PROBLEMS TECHNIQUES TRACK LAYING RATES PERMANENT WAY GEOLOGY SETTLEMENT PILING...

... level. However, the Authorsstate that apiled raft foundation was adopted instead of an unpiled basementraft in order to avoid threisk of unacceptably large differential settlements causedby the variability in rock quality. 49. The Authors Paper is a valuable case history of the behaviour of a large...

...H SUCUOGLU MIDDLE EAST TECHNICAL UNIVERSITY ANKARA NON LINEAR ANALYSIS TUNNELS LININGS LONGITUDINAL BENDING FLEXURE INDUCED DEFORMATION STRESS SETTLEMENT SURVEYS RECORDS CAPACITY JOINTS SEPARATION REGIONS HIGH BOLTS PRETENSIONED LOCAL TRANSVERSE FLANGES MODELS...

...MJ LITTLE; JA DUXBURY © Thomas Telford and ICE 1989 BINNIE LEIGHTON LAND MARINE JOINT VENTURE FILL CHANNELS SUBMARINE PIPELINES INSTALLATION TRENCHES PRE DREDGED WATER RAW RESERVOIRS LARGE DIAMETER PRESSURISED MUD DIFFERENTIAL SETTLEMENT PROTECTION DAMAGE SHIPS...

... volcanics Fig. 2. Inclinometer defexion projile decelerating. In order to do this, inclinometer tubes were put down to depths of 3 W O m, penetrating the fill and soft alluvium to the underlying decomposed volcanics. Magnetic extensometers were installed in association with the inclinometers. Settlement...

... was employed to construct adjacent retaining walls. The challenges in undertaking the major works of contract B adjacent to a main railway line in a narrow urban site are described. The constraints on programme of access limitations and prescribed embankment settlement periods are discussed. Details are given...

...CF LEUNG; R RADHAKRISHNAN; YK WONG © Thomas Telford and ICE 1988 SINGAPORE NATIONAL UNIVERSITY PORT OF SINGAPORE AUTHORITY ROCKS PILES RAFTS BEHAVIOUR WEAK BUILDINGS TALL MULTI STOREY TOWER BLOCKS EARTH PRESSURE CELLS LOADS PORE SETTLEMENT GAUGES TESTS TRANSFER...

..., in the analysis, was allowance made for the tilts and settlements predicted by Professor Burland, the construction procedure and the irregular loading patternimposed from the structure above? Dr A. W. Beeby, Cement and Concrete Association The Cement and Concrete Association were asked to advise on a number...

... treatment measures, both settlement plates and settlement loops were installed beneath the embankment. The correlation of results from plates and loops at the same locationwas good, especially wherelarge settlements occurred. 4. The diversion routefor the exisiting M4, designed bythe Engineerto enable...

... SUBCONTRACTING SETTLEMENT DOCUMENTATION CAISSONS EXCAVATIONS SAND TREMIE MOVEMENT CONCRETE PANELS SOILS ANCHORS DESIGN TESTING PRESSURE SHEATHS CORRUGATED HONG KONG HONG KONG CHINA ASIA Proc. Instn Ciu.Engrs, Part 1,1987,82, Aug., 831-858 ENDGIRISNCOEUESNRS9DII0NO2GN1 GROUP...

... givenof monitoring of settlement and stability of slopes. Introduction The construction of the coastal road from Sha Tin to Tai PO was carried out in two stages. At Tai PO the existing road crossed the Kowloon-Canton railway (KCR) track by a level crossing. It was essential that the level crossing...