Survey of Concrete Aggregate, Filter Sands and Gravels, and Previous Backfill, Vicksburg Floodwall PDF Download
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Author:
Publisher:
ISBN:
Category : Aggregates (Building materials)
Languages : en
Pages : 118
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Book Description
Author:
Publisher:
ISBN:
Category : Aggregates (Building materials)
Languages : en
Pages : 118
Get Book Here
Book Description
Author:
Publisher:
ISBN:
Category : Aggregates (Building materials)
Languages : en
Pages : 268
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Book Description
Author:
Publisher:
ISBN:
Category : Aggregates (Building materials)
Languages : en
Pages : 108
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Book Description
Author: Bryant Mather
Publisher:
ISBN:
Category : Aggregates (Building materials).
Languages : en
Pages : 196
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Book Description
Author:
Publisher:
ISBN:
Category : Dikes (Engineering)
Languages : en
Pages : 480
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Book Description
This manual provides guidance for the safe design and economical construction of retaining and flood walls. This manual is intended primarily for retaining walls which will be subjected to hydraulic loadings such as flowing water, submergence, wave action, and spray, exposure to chemically contaminated atmosphere, and/or severe climatic conditions. For the design of retaining walls which will not be subjected to hydraulic loadings or severe environmental conditions as described above, TM S-8l8-l may be used for computing the loadings and evaluating the stability of the structure.
Author: Masaki Kitazume
Publisher: CRC Press
ISBN: 0203589637
Category : Technology & Engineering
Languages : en
Pages : 434
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Book Description
The Deep Mixing Method (DMM), a deep in-situ soil stabilization technique using cement and/or lime as a stabilizing agent, was developed in Japan and in the Nordic countries independently in the 1970s. Numerous research efforts have been made in these areas investigating properties of treated soil, behavior of DMM improved ground under static and d
Author:
Publisher:
ISBN:
Category : Technology & Engineering
Languages : en
Pages : 336
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Book Description
Provides guidance for the safe design and economical construction of retaining walls and inland and coastal flood walls. This manual considers the retaining walls subjected to hydraulic loadings, such as flowing water, submergence, and wave action. It also discusses issues, such as design considerations, forces, and foundation analysis.
Author: Joseph N. Bradley
Publisher:
ISBN:
Category : Bridges
Languages : en
Pages : 132
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Book Description
Author: Bengt Fellenius
Publisher: Lulu.com
ISBN: 1365824004
Category : Technology & Engineering
Languages : en
Pages : 488
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Book Description
The "Red Book" presents a background to conventional foundation analysis and design. The text is not intended to replace the much more comprehensive 'standard' textbooks, but rather to support and augment these in a few important areas, supplying methods applicable to practical cases handled daily by practising engineers and providing the basic soil mechanics background to those methods. It concentrates on the static design for stationary foundation conditions. Although the topic is far from exhaustively treated, it does intend to present most of the basic material needed for a practising engineer involved in routine geotechnical design, as well as provide the tools for an engineering student to approach and solve common geotechnical design problems.
Author: United States. Army. Corps of Engineers
Publisher:
ISBN: 9781410217608
Category : Technology & Engineering
Languages : en
Pages : 176
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Book Description
The purpose of this manual is to present basic principles used in the design and construction of earth levees. The term levee as used herein is defined as an embankment whose primary purpose is to furnish flood protection from seasonal high water and which is therefore subject to water loading for periods of only a few days or weeks a year. Embankments that are subject to water loading for prolonged periods (longer than normal flood protection requirements) or permanently should be designed in accordance with earth dam criteria rather than the levee criteria given herein. Even though levees are similar to small earth dams they differ from earth dams in the following important respects: (a) a levee embankment may become saturated for only a short period of time beyond the limit of capillary saturation, (b) levee alignment is dictated primarily by flood protection requirements, which often results in construction on poor foundations, and (c) borrow is generally obtained from shallow pits or from channels excavated adjacent to the levee, which produce fill material that is often heterogeneous and far from ideal. Selection of the levee section is often based on the properties of the poorest material that must be used.
