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Mechanical Behaviour of Soils Under Environmentallly-Induced Cyclic Loads

Mechanical Behaviour of Soils Under Environmentallly-Induced Cyclic Loads

Hardcover

Series: CISM International Centre for Mechanical Sciences, Book 534

Technology & EngineeringPhysics

ISBN10: 370911067X
ISBN13: 9783709110676
Publisher: Springer Nature
Published: Dec 1 2011
Pages: 573
Weight: 2.64
Height: 1.20 Width: 6.10 Depth: 9.30
Language: English

T. Wichtmann, T. Triantafyllidis: Behaviour of granular soils under environmentally induced cyclic loads. - D. Muir Wood: Constitutive modelling. - C. di Prisco: Creep versus transient loading effects in geotechnical problems. - M. Pastor et al.: Mathematical models for transient, dynamic and cyclic problems in geotechnical engineering. - M. Pastor: Discretization techniques for transient, dynamics and cyclic problems in geotechnical engineering: first order hyperbolic partial diffential equations. - M. Pastor et l.: Discretization techniques for transient, dynamic and cyclic problems in geotechnical engineering: second order equation. - C. di Prisco: Cyclic mechanical response of rigid bodies interacting with sand strata. - D. Muir Wood: Macroelement modelling. - M. F. Randolph: Offshore design approaches and model tests for sub-failure cyclic loading of foundations. - M.F. Randolph: Cyclic interface shearing in sand and cemented solis and application to axial response of piles. - M. F. Randolph: Evaluation of the remoulded shear strength of offshore clays and application to pipline-soil and riser-soil interaction.

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