Vertical Motion of Rigid Footings
Author: John Lysmer
Publisher:
Published: 1965
Total Pages: 168
ISBN-13:
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Author: John Lysmer
Publisher:
Published: 1965
Total Pages: 168
ISBN-13:
DOWNLOAD EBOOKAuthor: Günter Waas
Publisher:
Published: 1972
Total Pages: 202
ISBN-13:
DOWNLOAD EBOOKAuthor: U.S. Nuclear Regulatory Commission
Publisher:
Published: 1980
Total Pages: 168
ISBN-13:
DOWNLOAD EBOOKAuthor:
Publisher:
Published: 1976
Total Pages: 602
ISBN-13:
DOWNLOAD EBOOKAuthor: R. Kerry Rowe
Publisher: Springer Science & Business Media
Published: 2012-12-06
Total Pages: 1130
ISBN-13: 146151729X
DOWNLOAD EBOOKPreface. Dedication. List of Figures. List of Tables. List of Contributors. Basic Behavior and Site Characterization. 1. Introduction; R.K. Rowe. 2. Basic Soil Mechanics; P.V. Lade. 3. Engineering Properties of Soils and Typical Correlations; P.V. Lade. 4. Site Characterization; D.E. Becker. 5. Unsaturated Soil Mechanics and Property Assessment; D.G. Fredlund, et al. 6. Basic Rocks Mechanics and Testing; K.Y. Lo, A.M. Hefny. 7. Geosynthetics: Characteristics and Testing; R.M. Koerner, Y.G. Hsuan. 8. Seepage, Drainage and Dewatering; R.W. Loughney. Foundations and Pavements. 9. Shallo.
Author: American Society of Civil Engineers. Soil Mechanics and Foundations Division
Publisher:
Published: 1973
Total Pages: 598
ISBN-13:
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Publisher:
Published: 1966
Total Pages: 430
ISBN-13:
DOWNLOAD EBOOKAuthor: University of California, Berkeley. Earthquake Engineering Research Center. Library
Publisher:
Published: 1975
Total Pages: 620
ISBN-13:
DOWNLOAD EBOOKAuthor: Carlos A. Brebbia
Publisher: Springer Science & Business Media
Published: 2012-12-06
Total Pages: 184
ISBN-13: 3642830129
DOWNLOAD EBOOKThe first volume of this series dealt with the Basic Principles of Boundary Elements, while the second concentrated on time dependent problems and Volume three on the Computational Aspects of the method. This volume studies the applications of the method to a wide variety of geomechanics problems, most of which are ideally suited for boundary elements demonstrating the potentiality of the technique. Chapter 1 deals with the application of BEM to three dimensional elastody namics soil-structure interaction problems. It presents detailed formulations for rigid, massless foundations of arbitrary shape both in the frequency and time domains. The foundations are assumed to be resting on a linearly elastic, homogeneous, isotropic half-space and be subjected to externally applied loads on obliquely incident body. The chapter reviews the major advances in soil foundation interaction presents a series of numerical results and stresses the practical application of BEM, pointing out the high accuracy and efficiency of the technique, even when using coarse mesh discretizations.
Author: Hamid R. Hamidzadeh
Publisher: Springer Science & Business
Published: 2014-04-26
Total Pages: 321
ISBN-13: 1461492696
DOWNLOAD EBOOKThis book covers advanced topics in dynamic modeling of soil-foundation interaction, as well as the response of elastic semi-infinite media from an applications viewpoint. Advanced concepts such as solutions for analysis of elastic semi-infinite mediums, fluid motion in porous media, and nonlinearities in dynamic behavior are explained in great detail. Related theories and numerical analysis for vertical vibration, and rocking vibration of a rigid rectangular mass-less plate, and horizontal vibration of a rigid mass-less plate are presented. Throughout the book, a strong emphasis is placed on applications, and a laboratory model for elastic half-space medium is provided.