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DEEP FOUNDATIONS

contributor authorUFC - Unified Facilities Criteria
date accessioned2017-09-04T16:59:49Z
date available2017-09-04T16:59:49Z
date copyright01/16/2004
date issued2004
identifier otherXMYOJBAAAAAAAAAA.pdf
identifier urihttp://yse.yabesh.ir/std;query=autho16237D83FCDCAC426159DD6E273C9FCD/handle/yse/123285
description abstractGeneral information with respect to the selection and design of deep foundations is addressed herein. Single and groups of driven piles and drilled shafts under axial and lateral static loads are treated. Some example problems and the most widely accepted computer methods are introduced. This publication is not intended for hydraulic structures; however, it does provide the following:
a. Guidance is provided to assist the efficient planning, design, and quality verification of the deep foundation.
b. Guidance is not specifically provided for design of sheet piles used as retaining walls to resist lateral forces or for the design of stone columns. Other foundation structures may be designed as discussed below:
(1) Shallow foundations will be designed using TM 5-818- 1, “Soils and Geology; Procedures for Foundation Design of Buildings and Other Structures (Except Hydraulic Structures).”
(2) Refer to Foundations (Pile Buck Inc. 1992) and Pile Foundations in Engineering Practice (Prakash and Sharma 1989) for guidance on design of deep foundations subject to dynamic load.
c. Guidance for construction of deep foundations is provided only in minor detail. For construction of deep foundations, the following references are offered:
(1) Some guidance for selection of pile driving equipment and construction of driven piles is provided in TM 5-849-1, “Pile Driving Equipment.”
(2) Guidance for construction of drilled shafts is available in FHWA-HI-88-042, “Drilled Shafts: Construction Procedures and Design Methods” and Association of Drilled Shaft Contractors (ADSC) Publication, “Drilled Shaft Inspector's Manual.”
Purpose
This publication presents data, principles, and methods for use in planning, design, and construction of deep foundations. Deep foundations are literally braced (supported) column elements transmitting structure loads down to the subgrade supporting medium.
Applicability
These instructions are applicable to all HQUSACE elements and USACE comands
languageEnglish
titleUFC 3-220-01Anum
titleDEEP FOUNDATIONSen
typestandard
page195
statusActive
treeUFC - Unified Facilities Criteria:;2004
contenttypefulltext


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