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ASABE EP486 - SHALLOW POST AND PIER FOUNDATION DESIGN Organization: ASABE
ACI 332.1R - GUIDE TO RESIDENTIAL CONCRETE CONSTRUCTION - INCORPORATES ERRATA: 12/19/2006 Organization: ACI
Date: 2006-12-01
Description: The code does not govern design and construction of: insulating concrete form walls; precast wall elements; above-grade concrete walls; deep foundation systems (such as piles, drilled piers, or caissons); post-tensioned slabs-onground; and elevated concrete slabs.
ACI SP-211 - LARGE-SCALE STRUCTURAL TESTING - OUT OF PRINT Organization: ACI
Date: 2003-01-01
Description: The topics included the following füll-scale tests: fatigue testing of two pre-cracked AASHTO bridge girders, pseudo-dynamic and forced vibration tests of a two-story reinforced high-performance concrete building, lateral load tests of unbonded post-tensioned precast concrete walls, testing of Wacker drive viaduct, seismic jacketing of RC columns for enhanced axial load carrying performance, load tests of Canada Place pier, seismic performance of outrigger beam-wall connections, testing continuous reinforced concrete flat slabs, testing of seal slabípile interface bond, experimental and analytical studies of RC framed shear walls, shear tests on beams cut from ASR affected bridge decks, flexural and shear strengthening of RC beams using carbon fiber-reinforced polymer laminates, and masonry infíll structures.
ACI 301 - SPECIFICATIONS FOR STRUCTURAL CONCRETE Organization: ACI
Date: 2016-05-01
Description: Work not specified—The following Work is not in the scope of this Specification: (a) Manufactured concrete products specified by ASTM standards (b) Environmental concrete structures (c) Heavyweight shielding concrete (d) Paving concrete (e) Terrazzo (f) Insulating concrete (g) Refractory concrete (h) Nuclear containment structures (i) Concrete piles; drilled piers; and caissons assigned to Seismic Design Categories A, B, and C (j) Fire safety (Underwriter Laboratories [UL] designs) (k) Shotcrete (l) Slipformed concrete walls This Specification governs if there is a conflict with referenced materials and testing standards.
ACI 301M - SPECIFICATIONS FOR STRUCTURAL CONCRETE Organization: ACI
Date: 2016-07-01
Description: Work not specified—The following Work is not in the scope of this Specification: (a) Manufactured concrete products specified by ASTM standards (b) Environmental concrete structures (c) Heavyweight shielding concrete (d) Paving concrete (e) Terrazzo (f) Insulating concrete (g) Refractory concrete (h) Nuclear containment structures (i) Concrete piles; drilled piers; and caissons assigned to Seismic Design Categories A, B, and C (j) Fire safety (Underwriter Laboratories [UL] designs) (k) Shotcrete (l) Slipformed concrete walls This Specification governs if there is a conflict with referenced materials and testing standards.
SNZ NZS 3101 - CONCRETE STRUCTURES STANDARD PART 1 – THE DESIGN OF CONCRETE STRUCTURES - INCORPORATES AMENDMENT 1: JULY, 2006; AMENDMENT 2: AUGUST, 2008 Organization: SNZ
Date: 2006-03-17
Description: This is particularly an issue where thick concrete elements are cast as second stage construction and their thermal movements are restrained by previous construction; (f) Design for shear and local flexural effects, which may arise where out of plane moments are transmitted to web or slab members, or where the horizontal curvature of post-tensioned cables induces such actions; (g) Seismic design of piers, where curvature ductility demand (material strain) exceeds the maximum permissible values in 2.6.1.3.
ACI 543R - GUIDE TO DESIGN, MANUFACTURE, AND INSTALLATION OF CONCRETE PILES Organization: ACI
Date: 2012-03-01
Description: Other piles are cast-in-situ (CIS), a term used in this report to designate concrete cast directly against the earth. Drilled piers and auger-grout piles are examples of CIS piles.

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