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1-6 of 6
Keywords: INCLINOMETERS
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Journal Articles
Proceedings of the Institution of Civil Engineers (1986) 80 (6): 1479–1503.
Published: 01 December 1986
... MEASUREMENT RAFTS LOADS COLUMNS HIGH STRESS REDUCTION SHAFTS CAPACITY CLAYS LONDON CLAY SOILS PILES BEHAVIOUR STIFFNESS SITE INVESTIGATION GROUND PARAMETERS LABORATORIES TESTING FOUNDATIONS ECONOMICS DIAPHRAGM RETAINING WALLS INCLINOMETERS LONDON QUEEN ELIZABETH WESTMINSTER...
Journal Articles
JS CORNELL, HU MAXWELL, WDF GRANT, DJ CORKE, R BLAKEBROUGH, AW JACOMB, W KIRKPATRICK, P HARRISON, GS LEE
Proceedings of the Institution of Civil Engineers (1986) 80 (1): 243–249.
Published: 01 February 1986
...JS CORNELL; HU MAXWELL; WDF GRANT; DJ CORKE; R BLAKEBROUGH; AW JACOMB; W KIRKPATRICK; P HARRISON; GS LEE © Thomas Telford and ICE 1986 CLIFFS FAILURES SLOPES RAILWAYS LINES GEOLOGY TRAINS INCLINOMETERS SITES MANAGEMENT STABILITY CONTRACTORS BLASTING ECONOMICS CONSTRUCTION...
Journal Articles
HSH THOMAS, RN CRAIG, RJ MAIR, WH WARD, P TEDD, J TEMPORAL, JB BURLAND, AJ HOWARD, JB BODEN, T BATEMAN, GK HASELDEN
Proceedings of the Institution of Civil Engineers (1984) 76 (2): 571–588.
Published: 01 May 1984
.... The measurements were by inclinometer. 42. The smallincrease inhoopstress is notsurprising, when thetunnel is excavated with a series of pilots. The ground aboveneeds to be supported so that part of the loadis transferred on to the pilot iron. This coiunlcdrease the loadings by 2&25% rather than the10% measured...
Journal Articles
JJ HOLROYD, GM DAWSON, KR JONES, DG HUNT, RH BASSETT, JN HORNER, CJFP JONES, JA DERRINGON, EC HAMBLY, DP NICHOLSON
Proceedings of the Institution of Civil Engineers (1982) 72 (3): 447–464.
Published: 01 August 1982
... DEFORMATION DISPLACEMENT INCLINOMETERS SHEAR INSTRUMENTS DENSITY MATERIALS SAFETY FACTORS SETTLEMENT SURFACE FOUNDATIONS FAILURES PROFILES MATHEMATICS MODELLING NON LINEAR ELASTIC MODES ELEMENTS ISOPARAMETRIC QUADRILATERAL SOILS LIMIT EQUILIBRIUM SITE INVESTIGATION INSTRUMENTATION...
Journal Articles
Proceedings of the Institution of Civil Engineers (1981) 70 (3): 481–499.
Published: 01 August 1981
... as complete a picture of movement as possible, inclinometer access tubes were sited at four locations between the crest and toe of the em- bankment (Fig. 5). Around these access tubes, settlementplates were so positioned that consolidationof the individual subsoil layers coubledrecorded. 20. Horizontal...
Journal Articles
Proceedings of the Institution of Civil Engineers (1967) 37 (1): 19–42.
Published: 01 May 1967
... DISPLACEMENT STEEL WEAK PILED FRANKIPILES PILES PIERS ROCKS EXPERIMENTS BEHAVIOUR STABILITY ANALYSIS APPARATUS GAUGES INCLINOMETERS INSTRUMENTATION REMOTE READING TEESMOUTH UK For written discussion* Paper No. 6994 FOUNDATIONS FORSTORAGETANKS ON RECLAIMED LAND AT TEESMOUTH...
