ACI 350M 06 PDF

The code portion of this document covers the structural design, materials selection, and construction of environmental engineering concrete structures. Such structures are used for conveying, storing, or treating liquid or other materials such as solid waste. They include ancillary structures for dams, spill-ways, and channels. They are subject to uniquely different loadings, more severe exposure conditions, and more restrictive serviceability requirements than non-environmental building structures. Loadings include normal dead and live loads and vibrating equipment or hydrodynamic forces. Exposures include concentrated chemicals, alternate wetting and drying, and freezing and thawing of saturated concrete.

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Home ACI M Language: English. Full Description The code portion of this document covers the structural design, materials selection, and construction of environmental engineering concrete structures. Such structures are used for conveying, storing, or treating liquid or other materials such as solid waste.

They include ancillary structures for dams, spill-ways, and channels. They are subject to uniquely different loadings, more severe exposure conditions, and more restrictive serviceability requirements than non-environmental building structures. Loadings include normal dead and live loads and vibrating equipment or hydrodynamic forces. Exposures include concentrated chemicals, alternate wetting and drying, and freezing and thawing of saturated concrete.

Serviceability requirements include liquid-tightness or gas-tightness. Typical structures include conveyance, storage, and treatment structures. Proper design, materials, and construction of environmental engineering concrete structures are required to produce serviceable concrete that is dense, durable, nearly impermeable, and resistant to chemicals, with limited deflections and cracking. Leakage must be controlled to minimize contamination of ground water or the environment, to minimize loss of product or infiltration, and to promote durability.

This code presents new material as well as modified portions of the ACI M Building Code that are applicable to environmental engineering concrete structures. Because ACI M is written as a legal document, it may be adopted by reference in a general building code or in regulations governing the design and construction of environmental engineering concrete structures.

Thus, it cannot present background details or suggestions for carrying out its requirements or intent. It is the function of the commentary to fill this need. Emphasis is given to the explanation of provisions that may be unfamiliar to some users of the code.

References to much of the research data referred to in preparing the code are given for those who wish to study certain requirements in greater detail.

The chapter and section numbering of the code are followed throughout the commentary. Among the subjects covered are: permits, drawings and specifications, inspections, materials, concrete quality, mixing and placing, forming, embedded pipes, construction joints, reinforcement details, analysis and design, strength and serviceability, flexural and axial loads, shear and torsion, development of reinforcement, slab systems, walls, footings, precast concrete, prestressed concrete, shell structures, folded plate members, provisions for seismic design, and an alternate design method in Appendix I.

The quality and testing of materials used in the construction are covered by reference to the appropriate standard specifications. Welding of reinforcement is covered by reference to the appropriate AWS standard. Criteria for liquid-tightness testing may be found in

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International Concrete Abstracts Portal

The International Concrete Abstracts Portal is an ACI led collaboration with leading technical organizations from within the international concrete industry and offers the most comprehensive collection of published concrete abstracts. Author s : ACI Committee Publication: Technical Documents. Keywords: chemical attack; coatings; concrete durability; concrete finishing fresh concrete ; concrete slabs, crack width, and spacing; cracking fracturing ; environmental engineering; inspection; joints junctions ; joint sealers; liquid; patching; permeability. Abstract: The code portion of this document covers the structural design, materials selection, and construction of environmental engineering concrete structures.

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350M-06 Code Requirements for Environmental Engineering Concrete Structures & Commentary (Metric)

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DRM is included at the request of the publisher, as it helps them protect their copyright by restricting file sharing. Visit FileOpen to see the full list. ACI Our policy towards the use of cookies Techstreet, a Clarivate Analytics brand, uses cookies to improve your online experience.

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CODE REQUIREMENTS FOR ENVIRONMENTAL ENGINEERING CONCRETE STRUCTURES— ACI 350M-06 (METRIC VERSION)

This paper presents principles of a novel approach to calculation of reinforced concrete structures by based on "calculated cross-section" method. It made possible to solve the problem of transition of a reinforced concrete crosssection from "continuous" state to the state "with a crack in a The studies and research performed so far reveals that the buildings located in aggressiveness marine area have a much lower durability than other, motivated by the special environement conditions faced, respectively marine aggressiveness, wind action, the intensity of the waves, temperature The article offers information on American Concrete Institute ACI 's Excellence in Concrete Construction Awards program which will honor concrete projects and mentions invitation for entries in the categories low-rise buildings, tall Buildings, flatwork, decorative concrete and repair.

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