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ACI 336.3R

Design and Construction of Drilled Piers

Organization:
ACI - American Concrete Institute
Year: 2006

Abstract: This report deals with design and construction of drilled pier foundations which are constructed by digging, drilling or otherwise excavating a hole in the earth which is subsequently filled with plain or reinforced concrete. Engineers and constructors have used the terms caissons, foundation piers, bored piles, drilled shafts, subpiers, and drilled piers interchangeably. Only the term drilled pier will be used in this report.
Structural design and construction of drilled pier foundations are the primary objectives of this report. Yet geotechnical considerations are vital because variations in the soil properties have a critical influence on design and construction. Therefore, relevant aspects of soil mechanics are also discussed herein. For the successful design and construction of the drilled pier foundation, it is necessary that a reliable set of data on the supporting earth be obtained. For this task, combined attention and cooperation of the Geotechnical Engineer, Structural Engineer and constructor is essential because limitations of construction often govern the design.
This report is intended primarily for use in building construction, but the sections on construction methods, inspection and testing are equally applicable to bridge and other construction.
URI: http://yse.yabesh.ir/std/handle/yse/15815
Subject: axial loads
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    ACI 336.3R

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contributor authorACI - American Concrete Institute
date accessioned2017-09-04T15:16:33Z
date available2017-09-04T15:16:33Z
date copyright01/01/1993 (R 2006)
date issued2006
identifier otherMJZIJBAAAAAAAAAA.pdf
identifier urihttp://yse.yabesh.ir/std/handle/yse/15815
description abstractThis report deals with design and construction of drilled pier foundations which are constructed by digging, drilling or otherwise excavating a hole in the earth which is subsequently filled with plain or reinforced concrete. Engineers and constructors have used the terms caissons, foundation piers, bored piles, drilled shafts, subpiers, and drilled piers interchangeably. Only the term drilled pier will be used in this report.
Structural design and construction of drilled pier foundations are the primary objectives of this report. Yet geotechnical considerations are vital because variations in the soil properties have a critical influence on design and construction. Therefore, relevant aspects of soil mechanics are also discussed herein. For the successful design and construction of the drilled pier foundation, it is necessary that a reliable set of data on the supporting earth be obtained. For this task, combined attention and cooperation of the Geotechnical Engineer, Structural Engineer and constructor is essential because limitations of construction often govern the design.
This report is intended primarily for use in building construction, but the sections on construction methods, inspection and testing are equally applicable to bridge and other construction.
languageEnglish
titleACI 336.3Rnum
titleDesign and Construction of Drilled Piersen
typestandard
page30
statusActive
treeACI - American Concrete Institute:;2006
contenttypefulltext
subject keywordsaxial loads
subject keywordsbearing capacity
subject keywordsbending
subject keywordsbending moments
subject keywordscaps (supports)
subject keywordsconcrete construction
subject keywordsdeflection
subject keywordsexcavation
subject keywordsfoundations
subject keywordslateral pressure
subject keywordslinings
subject keywordsloads (forces)
subject keywordsmoments
subject keywordsobservation
subject keywordspiers
subject keywordsplacing
subject keywordsquality control
subject keywordsreinforced concrete
subject keywordsslurry displacement method
subject keywordssoil mechanics
subject keywordsstructural design
subject keywordstolerances (mechanics)
subject keywordstremie concrete
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