书目名称 | Mechanical Behaviour of Soils Under Environmentallly-Induced Cyclic Loads |
编辑 | Claudio Prisco,David Muir Wood |
视频video | |
概述 | Approaches the subject through comprehensive and multi-disciplinary content.Proposes quite innovative methods for the discipline.Analyizes the problem by considering very different perspectives |
丛书名称 | CISM International Centre for Mechanical Sciences |
图书封面 |  |
描述 | .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..The book gives a comprehensive description of the mechanical resp |
出版日期 | Book 2012 |
关键词 | computational geotechnics; constitutive modelling; cyclic loading; foundation engineering; soil-structur |
版次 | 1 |
doi | https://doi.org/10.1007/978-3-7091-1068-3 |
isbn_softcover | 978-3-7091-1761-3 |
isbn_ebook | 978-3-7091-1068-3Series ISSN 0254-1971 Series E-ISSN 2309-3706 |
issn_series | 0254-1971 |
copyright | CISM Udine 2012 |