Numerical analysis and modelling in geomechanics. ([2014?])

• Record Type: Book
• Further Information: Note: John W. Bull.
• Other Names: Bull, John W
• Contents: The effect of increasing the depth of an underground void on the surface displacements of an airfield runway / J.W. Bull, C.H. Woodford -- Numerical and experimental study of compressed air tunnelling / A.A. Javadi -- A general finite element model for wave--seabed--structure interaction / D.S. Jeng -- The stability of unsaturated soil slopes subjected to rainfall infiltration / C.W.W. Ng, Q. Shi -- Computational modelling of ground waves due to pile driving / C.L. Ramshaw, A.R. Selby -- Back analysis of geotechnical problems / Annamaria Cividini, Giancarlo Gioda -- Parameter estimation using extended Bayesian method in tunnelling / I.-M. Lee, D.-H. Kim -- Seismic microzoning using numerical modelling: the Umbria--Marche earthquake of 26 September 1997 / F. Pergalani [and others] -- Ground motion modelling using the 2-D Chebyshev spectral element method / Enrico Priolo -- Analysis and design of pile groups / F. Basile -- Reservoir compaction, subsidence and well damage / L. Brun Hilbert.
• Publisher Details: Boca Raton : CRC Press
• Publication Date: 2014
• Copyright Date: 2003
• Extent: 1 online resource (xx, 371 pages), illustrations, maps
• Subjects: 624.1510151; Engineering geology -- Mathematics; Soil mechanics -- Mathematics; TECHNOLOGY & ENGINEERING -- Civil -- Soil & Rock; Engineering geology -- Mathematics; Soil mechanics -- Mathematics; Electronic books
• Languages: English
• ISBNs: 9781482267679; 1482267675
• Related ISBNs: 0415243289
• Notes: Note: Includes bibliographical references and index.
• Access Rights: Legal Deposit; Only available on premises controlled by the deposit library and to one user at any one time; The Legal Deposit Libraries (Non-Print Works) Regulations (UK).
• Access Usage: Restricted: Printing from this resource is governed by The Legal Deposit Libraries (Non-Print Works) Regulations (UK) and UK copyright law currently in force.