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Keywords: PROBES
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Journal Articles
Proceedings of the Institution of Civil Engineers (1984) 77 (2): 167–194.
Published: 01 June 1984
...RN SWAMY; AHMS ALHAMED; WINDSOR © Thomas Telford and ICE 1984 SHEFFIELD UNIVERSITY NATIONAL CENTRE FOR CONSTRUCTION LABORATORIES BAGHDAD EVALUATION TESTS ASSESSMENT PROBES WINDSOR PROBE IN SITU CONCRETE STRENGTH STUDIES SLABS WEIGHT NORMAL LIGHTWEIGHT AGGREGATES SIZE...
Journal Articles
Proceedings of the Institution of Civil Engineers (1983) 75 (4): 689–706.
Published: 01 December 1983
... IDEALISED SPACING TUNNELS GRIDS HORIZONTAL CIRCULAR BARS TALL VELOCITY PROFILES SIMULATION CITIES CENTRES PATTERNS MEASUREMENT VALUE PIGMENT SPEED CONSTRUCTION VISUALISATION PAINT TECHNIQUES METHODS BLOCKS URBAN PARAMETERS INCIDENT PROBES Proc. Instn Cit.. Engrs, Part 2...
Journal Articles
Proceedings of the Institution of Civil Engineers (1981) 70 (3): 461–480.
Published: 01 August 1981
... if corrosionrates in that location werelikely to be significant (Table 2). 17. The resistivity was measured using a four-electrode probe and an earthresistance meter and the technique is similar to that for measuring soil resistivity. Resistivity values at Haddiscoe were substantially below 5000 ohm cm in regions...
Journal Articles
Proceedings of the Institution of Civil Engineers (1977) 63 (1): 215–225.
Published: 01 March 1977
... Engineei I sympathize with the Authors aim to probe the process of the evening out of the distribution of the kinetic energy of the water so as to render its flow more palatable to the pumps, in particular by analysis of the birth, extent and extinction of the vortices which arise. It seems to me...
Journal Articles
R J HOLLIS BEE, A GOLDSTEIN, D H NEW, G O KEE, A W HILL, F R BULLEN, J D HARRIS, T RIDLEY, N B BOURNE, A HILEY, K H BEST, R F LEGGET, C B CRAWFORD, LEE MCCALL
Proceedings of the Institution of Civil Engineers (1959) 13 (1): 81–92.
Published: 01 May 1959
... Crawford could be assured that the deep probes had given very accurate results and piles founded inthe vicinity of such probingshad never been very different in length from that indicated by the investigations. At the time of the investigations it had not been discovered that the upper surfaceof the base...
