PREDICTING THE SHAFT RESISTANCE OF DRIVEN PRE-FORMED PILES IN SAND.

Keywords: BRISTOL UNIVERSITY, PILES, SAND, SHAFTS, RESISTANCE, DRIVEN, PREFORMED, PREDICTION, METHODS, EMPIRICAL, TENSION, TESTS, SHEAR, STRESS, SOILS, PENETRATION, DESIGN, DISPLACEMENT, RESIDUAL, MODELS, LOADS, DENSITY, FAILURES, COMPRESSION, EARTH, PRESSURE, CRITICAL, DEPTH, LIMITING, TIPS