The Strength and Creep of Frozen Soils and Calculations for Ice-soil Retaining Structures PDF Download
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Author: Sergeĭ Stepanovich Vi︠a︡lov
Publisher:
ISBN:
Category : Building
Languages : en
Pages : 324
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Book Description
Author: Sergeĭ Stepanovich Vi︠a︡lov
Publisher:
ISBN:
Category : Building
Languages : en
Pages : 324
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Book Description
Author:
Publisher:
ISBN:
Category : Hydrology
Languages : en
Pages : 810
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Book Description
Author: Cold Regions Research and Engineering Laboratory (U.S.)
Publisher:
ISBN:
Category : Frozen ground
Languages : en
Pages : 386
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Book Description
Author:
Publisher: Natural Resources Canada
ISBN:
Category :
Languages : en
Pages : 608
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Book Description
![Permafrost: North American Contribution [to The] Second International Conference PDF](https://books.google.com/books/content/images/frontcover/M4SvF9Qax7EC?fife=w80-h100)
Author:
Publisher: National Academies
ISBN: 9780309021159
Category : Frozen ground
Languages : en
Pages : 808
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Book Description
Author: Francis H. Sayles
Publisher:
ISBN:
Category : Clay
Languages : en
Pages : 60
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Book Description
Unconfined compressive creep strengths and strains were measured for remolded saturated frozen Hanover silt and Suffield clay. The creep tests were conducted at the approximate stress levels of 60, 35, 20 and 5% of the conventional unconfined compressive strength. Testing temperatures were 15, 25, 29 and 31F ( -9.45, -3.89, -1.67 and -0.56C). It was found that the variation of unconfined compression peak strength with temperature can be represented by Sigma sub p = Alpha(Theta/Theta sub 0) to the (0.5) power. Unconfined compression creep strength can be estimated by Vialov's strength equation. Long-term creep strength is less than 45% of unconfined compression strength and can be as low as 10% of this strength. (Modified author abstract).
Author: S.S. Vyalov
Publisher: Elsevier
ISBN: 0444600566
Category : Technology & Engineering
Languages : en
Pages : 577
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Book Description
Rheological Fundamentals of Soil Mechanics
Author: Petros P. Xanthakos
Publisher: John Wiley & Sons
ISBN: 0471552313
Category : Technology & Engineering
Languages : en
Pages : 938
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Book Description
A comprehensive compilation concerned with a variety of modern methods being used worldwide to improve soil and rock conditions supporting new and remedial construction. Ground water lowering and drainage techniques, soil compaction, excavation support methods, permeation and jet grouting are among the many topics discussed. More than 100 tables and 650 figures illustrate the text.
Author: Ronald C. Chaney
Publisher: ASTM International
ISBN: 9780803104310
Category : Technology & Engineering
Languages : en
Pages : 561
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Book Description
Philadelphia, PA : ASTM, 1985.
Author: Hans L. Jessberger
Publisher: Elsevier
ISBN: 0444601961
Category : Science
Languages : en
Pages : 559
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Book Description
Developments in Geotechnical Engineering Volume 26: Ground Freezing presents the proceedings of the First International Symposium on Ground Freezing, held in Bochum, Germany on March 8-10, 1978. It summarizes progress in the application of the ground freezing technique in geotechnical engineering, with a focus on engineering with frozen soils and related frost research problems. It includes papers that discuss phase transformation of water, thermodynamics, heat and mass transfer, and mathematical models. The laboratory and theoretical studies of thermophysical and mechanical properties are discussed as well. Organized into 43 chapters, this volume begins with an overview of the freezing and thawing of soils, earth, and rock, and the engineering applications of the favorable properties of frozen ground. It then discusses the mechanical properties of artificially frozen soil for construction purposes, the principles of mechanical and thermal behavior of frozen soil, and the design and calculation of frozen soil-structures. Furthermore, it explains the calculation and dimensioning of refrigeration plants and monitoring of frost penetration. The methods and instrumentation for determining the locations of boundaries of frozen soils and the factors affecting the formation of soil cryogenic textures upon artificial active and passive soil freezing are described. The book also details the influence of salts in the pore water in freezing soils and explains how clay microstructure affects the amount of unfrozen water. In addition, it presents the physicomechanical and thermomechanical properties of frozen coarse-grained soil with sandy clay aggregate. This book will be a valuable source of information for scientists and engineers.
