Static pile-soil-pile interaction in offshore pile groups
This thesis is a theoretical study, using both finite element and boundary element methods, of the behaviour of single-piles and pile groups under vertical and lateral loading. It offers an improved understanding of the soil-structure interaction that occurs in pile groups, particularly closely spac...
المؤلفون الرئيسيون: | Chaudhry, A, A. R. Chaudhry |
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مؤلفون آخرون: | Burd, H |
التنسيق: | أطروحة |
اللغة: | English |
منشور في: |
1994
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الموضوعات: |
مواد مشابهة
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A model study of the end bearing capacity of piles in layered calcareous soils
حسب: Evans, K, وآخرون
منشور في: (1987) -
The axial capacity of driven piles in clay
حسب: Coop, M, وآخرون
منشور في: (1987) -
Model testing of foundations for offshore wind turbines
حسب: Villalobos Jara, F, وآخرون
منشور في: (2006) -
The analysis of offshore foundations subjected to combined loading
حسب: Ngo-Tran, C, وآخرون
منشور في: (1996) -
Behaviour of footings for offshore structures under combined loads
حسب: Santa Maria, P, وآخرون
منشور في: (1988)