...JA HARISON; MC GRANT; A NATAATMADJA; GR WOODMAN © Thomas Telford and ICE 1989 ROUGHTON MONASH UNIVERSITY AUSTRALIA PROPRTY SERVICES AGENCY CORRELATION CBR CALIFORNIA BEARING RATIOS DYNAMICS CONES PENETROMETERS STRENGTH MEASUREMENT SOILS LABORATORIES INSTRUMENTS IN SITU...

... DATA INVESTIGATIONS INSTRUMENTATION CONES PENETRATION TESTS HAMMERS DRIVING STABBING NORTH SEA CLYDE FIELD Proc. Instn Ciu. Engrs, Part 1,1988,84, Aug., 713-736 9291 GREONUGP INEEGRRIONUGND Design and installationof the piled foundations for Britoil's Clyde platform C. G.TILSTON, BSc...

... METHODS BEAMS INUNDATION PITS IN SITU CBR DENSITY CALIFORNIA BEARING RATIOS DYNAMICS CONES PENETROMETERS LAYERS THICKNESS SUBGRADE TRAFFIC TARAWA SOUTH PACIFIC KIRIBATI © Thomas Telford and ICE 1988 Proc. Insm Ciu. Engrs, Part 1,1988,84, June, 475495 9099...

...JA HARISON © Thomas Telford and ICE 1987 MARANATHA CHRISTIAN UNIVERSITY BANDUNG INDONESIA CORRELATION CBR CALIFORNIA BEARING RATIOS DYNAMICS CONES PENETROMETERS SOILS LABORATORIES STRENGTH RESEARCH DEPTH CLAYS SAND ROADS MATERIALS TESTING GRAVEL PAVEMENTS...

...JB BURLAND; MC BURBIDGE; EJ WILSON; TERZAGHI © Thomas Telford and ICE 1985 IMPERIAL COLLEGE SETTLEMENT FOUNDATIONS SAND GRAVEL ANALYSIS SHAPE RECORDS TANKS EMBANKMENTS BEARING PRESSURE LOADS DEPTH WIDTH STANDARD PENETRATION TESTS CONES RESISTANCE FACTORS WATER...

...M DHANASEKAR; AW PAGE; PW KLEEMAN © Thomas Telford and ICE 1985 NEWCASTLE UNIVERSITY NEW SOUTH WALES FILL FAILURES BRICKS MASONRY BIAXIAL STRESS THREE DIMENSIONAL SURFACE JOINTS TESTS ALTERNATIVE CLOSED ELLIPTIC CONES SHAPE INTERSECTING MODELLING SPACE INFILL...

... PENETRATION TESTS PRE CONTRACT SITE INVESTIGATION CONES ANALYSIS RECORDS DATA CONTRACTS REGIMES SITES ORGANISATION LUBRICATION SYSTEMS PROCEDURE ISLANDS PROTECTION SCOUR MUD DENSITY PREDICTION COLLAPSE CRACKING JAMUNA BANGLADESH ASIA Proc. Instn Ciu. Engrs, Part 1...

... overconsolidated clays the proportionbetween cone resistance and shear strength increases. 108. At a recent conference Professor Dr E. de Beer, who has done much testing in overconsolidated clay (mainly Boom clay) described a tendency in the opposite direction: the proportion decreases from 20 for very soft clay...

...S THORBURN; A MARSLAND; FE YOUNG © Thomas Telford and ICE 1975 EVALUATION TESTS SOILS CLAYS STATIC METHODS COHESIVE LONDON CLAY CONES PENETRATION NON COHESIVE PENETROMETERS UK EUROPE Proc. Instn Civ. Engrs, Part 1, 1975, 58, Aug., 473415 P I L I N GG R O U P INFORMAL...

...J MCNICHOLAS © Thomas Telford and ICE 1961 MANCHESTER CORPORATION RIVERS DEPT ACTIVATED SLUDGE PROCESS AIR DIFFUSION SYSTEMS INKA EXPERIMENTS MECHANICAL AERATION SEWAGE WORKS PURIFICATION PLANT KESSENER PASVEER AERATORS TANKS CONES EFFLUENT STANDARDS SIMPLEX...

...WTF AUSTIN © Thomas Telford and ICE 1958 FLYOVERS CONSTRUCTION BRIDGES SPANS ROADS WALLS RETAINING WORKS CONCRETE ABUTMENTS BRICKS PIERS PILES FOUNDATIONS BORING BORERS BEAMS PRECAST IN SITU BEARINGS METALS CONES PLATES STEEL FLANGES REINFORCED CHISWICK...

...M J TOMLINSON SIERRA LEONE DEVELOPMENT COMPANY SITE INVESTIGATION EXPLORATION SITES MARITIME RIVERS WORKS BORING TESTS SELECTION VESSELS STANDARD CONES PENETRATION DEPOSITS FRICTION PILES FOUNDATIONS OFFSHORE DRIVING LOADING STABILITY CLIFFS SAMPLING DIVERS...