A Procedure for Determining Elastic Moduli of Soils by Field Vibratory Techniques PDF Download
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Author: U.S. Army Engineer Waterways Experiment Station
Publisher:
ISBN:
Category : Soil mechanics
Languages : en
Pages : 30
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Book Description
Author: U.S. Army Engineer Waterways Experiment Station
Publisher:
ISBN:
Category : Soil mechanics
Languages : en
Pages : 30
Get Book Here
Book Description
Author:
Publisher:
ISBN:
Category : Frozen ground
Languages : en
Pages : 72
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Book Description
Author: Zelma B. Fry
Publisher:
ISBN:
Category : Nuclear excavation
Languages : en
Pages : 62
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Book Description
Author: Robert F. Ballard
Publisher:
ISBN:
Category : Foundations
Languages : en
Pages : 40
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Book Description
Author:
Publisher:
ISBN:
Category : Science
Languages : en
Pages : 630
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Book Description
Author: Shannon & Wilson
Publisher:
ISBN:
Category : Soil liquefaction
Languages : en
Pages : 402
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Book Description
Author: Defense Documentation Center (U.S.)
Publisher:
ISBN:
Category : Science
Languages : en
Pages : 1148
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Book Description
Author: Kenneth A. Linell
Publisher:
ISBN:
Category : Foundations
Languages : en
Pages : 324
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Book Description
This report presents engineering guidance for the design and construction of foundations in areas of deep seasonal frost and permafrost as developed up to the early 1970's. Attention is given to basic considerations affecting foundation design, site investigations, survey datum points, construction consideration, and monitoring performance. Included in the main text are 17 tables, 141 figures, and 213 selected references. A bibliography presents 45 additional references.
Author: Rudolf Karl Bernhard
Publisher:
ISBN:
Category : Soil mechanics
Languages : en
Pages : 60
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Book Description
532 BOOKS, PAPERS, BIBLIOGRAPHIES AND SYMPOSIUM PROCEEDINGS CONCERNING SOIL DYNAMICS ARE LISTED, EACH WITH AN ACCOMPANYING ANNOTATION DESCRIBING ITS CONTENTS. The items listed were published from 1961 to 1965. (Author).
Author: Tung-Ming Lee
Publisher:
ISBN:
Category : Materials
Languages : en
Pages : 44
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Book Description
Wave propagation generated by vibratory load on a homogeneous, isotropic, linear viscoelastic half-space is studied. The effect of a single concentrated force and a group of forces applied over a circular area has been examined and solutions of the displacement functions are presented. In the case of the group forces, the three types of force distribution used by Reissner and Sung were employed. At a great distance (far field) from the applied load, surface displacements are reduced to closed form expressions. A field method based on these results is recommended for determining the complex modulus and the damping property of a viscoelastic material. For areas near the source (near field), numerical procedures were employed to evaluate the integral solution. To facilitate the application, two simplified versions are provided for calculating the center displacement under the load. They both provide good approximation to the integral solution and, most important of all, they speed up the computation enormously. (Author).
