Viscoelastic analysis of piles and pile groups

Author:

Ahmad S.,Davies T. G.,Manolis G. D.

Publisher

Wiley

Subject

Mechanics of Materials,Geotechnical Engineering and Engineering Geology,General Materials Science,Computational Mechanics

Reference22 articles.

1. and , ‘Critere pour l'evaluation de la force portant d'un pieu’, Proc. 5th Int. Conf. SMFE, Paris, 1961, Vol. 2, pp. 23-31.

2. and , ‘An analysis of pile loading tests in stiff clay’, Proc. 1st Australian New Zealand Conference on Geomechanics, Melbourne, Australia, 1971, Vol. 1, pp. 246-253.

3. and , ‘Behavior of laterally loaded piles in cohesive soils’, Proc. 3rd Asian Conf. on Soil Mechanics and Foundation Engineering, Haifa, Israel, 1968, Vol. 1, pp. 235-238.

4. and , ‘Constitutive model for clays and sands’, Proc. Conf. Limit equilibrium, plasticity and generalized stress-strain relations in Geotechnical Eng., McGill University, 1980, pp. 815-838. [Ed. Yong and Ko, publ. ASCE].

5. and , ‘Finite element analysis of piles in viscoelastic soil’, Proc. 2nd Int. Conf. Num. Meth. Geomech., Blacksburg, Virginia, 1980, Vol. 1, pp. 425-437. [Ed. Desai, publ. ASCE].

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