Please use this identifier to cite or link to this item: 192.168.6.56/handle/123456789/38668
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dc.contributor.editorM. Tabat, Lawrence-
dc.date.accessioned2019-01-30T05:56:40Z-
dc.date.available2019-01-30T05:56:40Z-
dc.date.issued2001-
dc.identifier.urihttp://10.6.20.12:80/handle/123456789/38668-
dc.descriptionThe code and commentary includes excerpts from ACI 318-95 that are pertinent to ACI 350. The commentary discusses some of the considerations of Committee ACI 350 in developing Code Requirements for Environmental Engineering Concrete Structures (ACI 350-01), hereinafter called the code. Emphasis is given to the explanation of provisions that may be unfamiliar to ACI 350 users. Comments on specific provisions are made under the corresponding chapter and section numbers of the code and commentary.en_us
dc.language.isoenen_US
dc.publisherAmerican Concrete Instituteen_US
dc.subjectChemical 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; pipe columns; pipes (tubes); prestressed concrete; prestressing steels; protective coatings; reservoirs; roofs; environmental engineering; serviceability; sewerage; solid waste facilities; tanks (containers); temperature; torque; torsion; vibration; volume change; walls; wastewater treatment; water; water-cement ratio; water supply; water treatmenten_US
dc.titleCode Requirements for Environmental Engineering Concrete Structures (Aci 350-01) and Commentary (Aci 350r-01)en_US
dc.typeBooken_US
Appears in Collections:Building Construction

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