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Barrette piles

Burland, J.B. 1983. Shaft friction of piles in clay - a simple fundamental approach. Ground Engineering. 6(3) 30 2. [Pg.128]

Design and construction of foundations for Suntec City, Singapore. Malaysian Geotechnical Conference. The Institution of Engineers, Malaysia. Kuala Lumpur. 21-43. [Pg.128]

Kulhawy, EH. Jackson, C.S. 1989. Some observations on undrained side resistance of drilled shafts. [Pg.128]

Foundation Engineering Current Principles and Practises. ASCE. 1011-1025. [Pg.128]


In special circumstances such as footing for tank on soft alluvial ground, or deep basement with heavy loads over karstic limestone formation, raft and pile raft foundations, and barrette piles are used. To overcome the potential danger from slump zone at the contact between the pile toe and the limestone, compaction grouting is often carried out to infill the slump zone. [Pg.9]

Plumbrige, G.D., Sze, J. Tham, T. 2000. Full scale lateral load tests on bored piles and a barrette. Proc. 19th Geotech. Seminar (HKIE) - Foundations. Hong Kong. [Pg.138]


See other pages where Barrette piles is mentioned: [Pg.128]    [Pg.128]    [Pg.128]    [Pg.128]    [Pg.7]    [Pg.22]   


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