Pile Behavior—Consequences of Geological and Construction Imperfections
Author:
Affiliation:
1. Senior Principal, Coffey Geosciences Sydney Australia & Emeritus Professor of Civil Engineering, Univ. of Sydney, 8/12 Mars Rd. Ln., Cove West, NSW 2066, Australia.
Publisher
American Society of Civil Engineers (ASCE)
Subject
Geotechnical Engineering and Engineering Geology,General Environmental Science
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291090-0241%282005%29131%3A5%28538%29
Reference71 articles.
1. Abdrabbo F. M. (1997). “Mis-use of soils and foundation causes disaster.” Proc. Int. Conf. on Foundation Failures Singapore T. W. Hulme and Y. S. Lau eds. Inst. of Engs. Singapore 121–130.
2. Abdrabbo F. M. and Abouseeda H. (2002). “Effect of construction procedures on the performance of bored piles.” Deep Foundations 2002 ASCE Geot. Spec. Pub. No. 116 Vol. 2 ASCE Reston Va. 1438–1454.
3. Amirsoleymani T. (1991a). “Elimination of excessive differential settlement by different methods.” Proc. 9th Asian Reg. Conf. Soil Mechanics Foundation Engineering Bangkok 1 351–354.
4. Amirsoleymani T. (1991b). “Removing soil layers under foundations to rotate buildings”. Proc. 9th Asian Reg. Conf. Soil Mechanichs Foundation Engineering Bangkok 1 201–204.
5. Brandl H. (1989). “Underpinning.” Special Lecture D Proc. 12th Int. Conf. Soil Mechanics Foundation Engineering Rio de Janeiro Balkema Rotterdam 4 2227–2258.
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