Open figure viewer
Keywords:
HONG KONG UNIVERSITY,
PILES,
DRIVEN,
CAPACITY,
ULTIMATE,
SAND,
CLOSED FORM,
STRESS,
VERTICAL,
EFFECTIVE,
SLENDERNESS,
RATIOS,
THEORY,
RESEARCH,
CONES,
PENETRATION,
TESTS,
ENDS,
BEARING CAPACITY,
PREDICTION,
DENSITY,
SOILS,
PILING
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© Thomas Telford and ICE
1997
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