... in end-bearing in all three compression tests. The last compression test on the pile, which was carried out when all of the excess pore pressure set up by driving had dissipated, indicated an apparent Nc value of over 50 when applied to the in situ undrained shear strength of the boulder clay prior...

... used in geotechnical design for over thirty years. They are included in Eurocode No. 7: Geotechnical design both as a direct design method speci cally developed for pressuremeter testing and indirectly to produce mechanical properties. The direct method includes calculations of bearing resistance...

... to continue to be, a perennial problem for excavations in water-bearing ground. The geotechnical process of construction dewatering (or more properly groundwater control) has arisen to deal with these problems, but is sometimes viewed as more of an art than a science. This is especially the case where...

...W G K FLEMING © Thomas Telford and ICE 1995 CEMENTATION PILING & FOUNDATIONS PILES PILING CONTINUOUS FLIGHT AUGER CFA MONITORING CONTROL FORMATION CONSTRUCTION RELIABILITY LOADS BEARING PERFORMANCE SOILS COHESIONLESS ELECTRONIC INSTALLATION MODELS BORING...

...V MILLIGAN; ICSMFE © Thomas Telford and ICE 1995 GOLDER ASSOCIATES INTCONSOIMECFOUENG ICSMFE PILES FRICTION CAPACITY ELECTRO OSMOSIS LOADS BEARING BEHAVIOUR STEEL H PILES CLAYS SOFT VARVED SILT SOILS BRIDGES IMPROVEMENT TREATMENT TESTS FOUNDATIONS CONTROL CASE...