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Verlag: Springer Verlag, Secaucus, New Jersey, U.S.A., 1991
ISBN 10: 0387822151ISBN 13: 9780387822150
Anbieter: Alexander Books (ABAC/ILAB), Ancaster, ON, Kanada
Buch Erstausgabe
Hardcover. Zustand: Good. First Edition. 407p. usual ex-lib marks o/w sound. Book.
Verlag: Springer - Verlag, VIENNA, 1990
ISBN 10: 3211822151ISBN 13: 9783211822159
Anbieter: Biblioteca di Babele, Tarquinia, VT, Italien
Buch
Zustand: OTTIMO USATO. CISM - International Centre for Mechanical Sciences - Courses and Lectures INGLESE Corso e letture di scienza meccanica, vol. 31 della serie, con 234 illustrazioni. Brossura filo refe, copertina scarlatta in cartonato lucido, segnata da piccole tracce da compressione e attrito alle estremità, fogli in ottimo stato, in gran parte puliti i tagli. N. pag. 407.
Verlag: Springer Vienna, 1990
ISBN 10: 3211822151ISBN 13: 9783211822159
Anbieter: Buchpark, Trebbin, Deutschland
Buch
Zustand: Sehr gut. Zustand: Sehr gut - Gepflegter, sauberer Zustand. | Seiten: 416.
Verlag: Springer Vienna, 1990
ISBN 10: 3211822151ISBN 13: 9783211822159
Anbieter: AHA-BUCH GmbH, Einbeck, Deutschland
Buch
Taschenbuch. Zustand: Neu. Druck auf Anfrage Neuware - Printed after ordering - The solution of stress analysis problems through numerical, computer oriented techniques is becoming more and more popular in soil and rock engineering. This is due to the ability of these methods to handle geometrically complex problems even in the presence of highly nonlinear material behaviour, characterizing the majority of soils and rocks, and of media consisting of two or more phases, like saturated and partially saturated soils. Aim of this book is to present to researchers and engineers working in the various branches of geomechanics an updated state of the research on the development and application of numerical methods in geotechnical and foundation engineering. Particular attention is devoted to the formulation of nonlinear material models and to their use for the analysis of complex engineering problems. In addition to the constitutive modelling, other topics discussed concern the use of the finite element and boundary element methods in geomechanics; the dynamic analysis of inelastic and saturated soils; the solution of seepage, consolidation and coupled problems; the analysis of soil-structure interaction problems; the numerical procedures for the interpretation of field measurements; the analysis of tunnels and underground openings.