... depths of ®ll or soft soil make shallow foundations uneconomical. This paper describes the results of a test pile which was instrumented with vibrating wire gauges and pore pressure probes at various levels along the pile shaft. Three compression tests were carried out on the test pile: one within 2´4 h...

... IN FULL DISPLACEMENT SHEAR MODULUS ELASTICITY LOADING STRAIN THEORY CONDITIONS EXPANSION CAVITY CLAYS SAND ROCKS DRAINED UNDRAINED SOILS SOIL PROPERTIES PROBES STRENGTH MENARD ANGLES SHEARING RESISTANCE PRESSUREMETER TESTING PART I1 tion of settlement from penetrometer tests...

... 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...

...B G CLARKE; MENARD © Thomas Telford and ICE 1996 NEWCASTLE UNIVERSITY GROUND INVESTIGATIONS PRESSUREMETERS TESTING TESTS SITES OPERATIONS INSTRUMENTS INSTRUMENTATION IN SITU RESPONSES INCREASES STRESS STRAIN CURVES PROBES METHODS INSTALLATION PREBORED SELF BORING...