In today’s market, it is imperative to be knowledgeable and have an edge over the competition. ACI members have it…they are engaged, informed, and stay up to date by taking advantage of benefits that ACI membership provides them.
Read more about membership
Become an ACI Member
Founded in 1904 and headquartered in Farmington Hills, Michigan, USA, the American Concrete Institute is a leading authority and resource worldwide for the development, dissemination, and adoption of its consensus-based standards, technical resources, educational programs, and proven expertise for individuals and organizations involved in concrete design, construction, and materials, who share a commitment to pursuing the best use of concrete.
ACI World Headquarters
38800 Country Club Dr.
Farmington Hills, MI
ACI Middle East Regional Office
Second Floor, Office # 02.01/07
The Offices 02 Building, One Central
Dubai World Trade Center Complex
Phone: +971.4.516.3208 & 3209
Chat with Us Online Now
Feedback via Email
Home > Publications > 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.
Title: 336.3R-93: Design and Construction of Drilled Piers (Reapproved 2006)
Publication: Technical Documents
Appears on pages(s): 30
Keywords: Foundations and footings
Abstract:Note: 336.3R-93 is Out of Print. However, a newer version of this document exists. This document was replaced by 336.3R-14.
Covers the design and construction of foundation piers 30 in. (760 mm) in diameter or larger made by excavating a hole in the earth and then filling it with concrete. Smaller diameter piers have been used in non-collapsing soils. The two-step design procedure includes: (1) determination of overall pier size, and (2) detailed design of concrete pier element itself. Emphasis is on the former which involves interaction between soil and pier. Construction methods described include excavation, casing, placement of concrete and reinforcing steel, and installation by the slurry displacement method. Criteria for acceptance are presented along with recommended procedures for inspection and evaluation.
Note: 336.3R-93 is Out of Print. However, a newer version of this document exists. This document was replaced by 336.3R-14.
Please enter this 5 digit unlock code on the web page.