Author: H. J. GibbsPublisher:
ISBN:
Category :
Languages : en
Pages : 48
Book Description
Laboratory Report of Research Studies on Expansive Clays for Desirable Placement Conditions and Identifying Index Tests
Author: H. J. GibbsLaboratory Reports
Author: United States. Bureau of Reclamation. Technical Library, DenverPublisher:
ISBN:
Category : Hydraulic engineering
Languages : en
Pages : 456
Book Description
Index to Laboratory and Other Numbered Reports
Author: Ferdinand StengerPublisher:
ISBN:
Category : Engineering
Languages : en
Pages : 336
Book Description
Earth Manual
Author: United States. Bureau of ReclamationPublisher:
ISBN:
Category : Earthwork
Languages : en
Pages : 356
Book Description
Earth Manual
Author: Report on Earth Blanketing of Reservoirs
Author: Bulletin of the Atomic Scientists
Author: Publisher:
ISBN:
Category :
Languages : en
Pages : 64
Book Description
The Bulletin of the Atomic Scientists is the premier public resource on scientific and technological developments that impact global security. Founded by Manhattan Project Scientists, the Bulletin's iconic "Doomsday Clock" stimulates solutions for a safer world.
Government Reports Announcements
Author: Foundations on Expansive Soils
Author: Fu Hua ChenPublisher: Elsevier
ISBN: 044460166X
Category : Technology & Engineering
Languages : en
Pages : 301
Book Description
Foundations on Expansive Soils provides the practicing engineer with a summary of the state-of-the-art of expansive soils and practical solutions based on the author's experience. The book is organized into two parts. Part I deals with theory and practice, and summarizes some of the theoretical physical properties of expansive soils. It also discusses various techniques employed to found structures on expansive soils such as drilled pier foundation, mat foundation, moisture control, soil replacement, and chemical stabilization. Topics covered include the origin, mineralogical composition, and the basic structure of expansive soils; the migration of water, swelling potential, and swelling pressure; site investigations and laboratory testing; moisture control; and soil stabilization. Part II presents case studies on the following: distress caused by pier uplift; distress caused by the improper design and construction of a drilled pier foundation system; distress caused by heaving of footing pad and floor slab; distress caused by heaving of continuous footings; and distress caused by a rise of ground water.
Author: