NCHRP Report 507:

Load and Resistance Factor Design (LRFD) for Deep Foundations

Status: Not for Sale

Size: 87 pages, 8.5 x 11

Publication Year:2004

PDF			About PDF

Important Notice:

To purchase a copy of this report, please visit www.trb.org.

Authors:
C Kuo; T Nguyen; M McVay; S G Paikowsky; B Birgisson; G Baecher; B Ayyub; K Stenersen; L Chernauskas; K O'Malley; M O'Neill; Transportation Research Board
Authoring Organizations

Description:
TRB's National Cooperative Highway Research Program (NCHRP) Report 507: Load and Resistance Factor Design (LRFD) for Deep Foundations examines resistance factors for driven pile and drilled shaft foundations,and provides a procedure for calibrating deep foundation resistance.

Read More

Paste into your Web page:

<!-- Start NAP Book Display -->
<object classid="clsid:d27cdb6e-ae6d-11cf-96b8-444553540000" codebase="http://download.macromedia.com/pub/shockwave/cabs/flash/swflash.cab#version=8,0,0,0" width="175" height="250" id="napbookwrapper" align="middle">
<param name="allowScriptAccess" value="always" />
<param name="movie" value="http://www.nap.edu/napbookwrapper.swf" />
<param name="quality" value="high" />
<param name="wmode" value="transparent" />
<param name="flashvars" value="wid=232225215020130522120326&record_id=13758" />
<embed src="http://www.nap.edu/napbookwrapper.swf" quality="high" flashvars="wid=232225215020130522120326&record_id=13758" wmode="transparent" bgcolor="#ffffff" width="175" height="250" name="napbookwrapper" align="middle" allowScriptAccess="always" allowFullScreen="false" type="application/x-shockwave-flash" pluginspage="http://www.macromedia.com/go/getflashplayer"></embed>
</object>

Preview

Free Resources

Full Text
Jump to this book's table of contents to begin reading online for free.

Related Items:
Related Titles

No free downloads available for this title.

Reprint Permission
Request permission to license or reprint the book's content through Copyright Clearance Center's Rightslink.

Request Permission to Distribute a PDF

Request Translation Rights

Questions About Rights and Permissions?

Table of Contents
Select a link below to start reading online free!
Front Matter	i-ix
Summary	1-2	(skim)
1.2.2 Limit States Design	3-3	(skim)
1.3.1 Principles	4-4	(skim)
1.3.3 LRFD Performance and Advantages	5-5	(skim)
1.3.5 LRFD for Deep Foundations	6-7	(skim)
1.4.2 Overview of the Research Approach	8-8	(skim)
1.4.3 Principles and Framework of the Calibration	9-13	(skim)
2.1.2 Major Findings	14-15	(skim)
2.3.2 Failure Criterion for Statically Loaded Driven Piles	16-17	(skim)
2.3.4 Failure Criterion for Statically Loaded Drilled Shaft	18-18	(skim)
2.5.1 Overview	19-19	(skim)
2.5.2 Methods of Analysis	20-21	(skim)
2.5.3 The Controlling Parameters	22-26	(skim)
2.7.2 Concepts for Establishing Target Reliability	27-27	(skim)
2.7.3 Target Reliability for Structures	28-28	(skim)
2.7.5 Recommended Target Reliability	29-29	(skim)
2.8.2 Parameter Study - The Limited Meaning of the Resistance Factor Value	30-30	(skim)
2.8.3 The Design Methods' Efficiency	31-32	(skim)
3.1.2 Driven Piles - Dynamic Analysis	33-34	(skim)
3.1.3 Drilled Shafts - Static Analysis	35-35	(skim)
3.2.1 Overview	36-36	(skim)
3.2.3 Equivalent Factors of Safety	37-37	(skim)
3.2.4 Detailed Tables	38-38	(skim)
3.3.1 Overview	39-39	(skim)
3.3.2 Resistance Factors for Static Pile Load Tests	40-40	(skim)
3.3.3 Numbers of Dynamic Tests Performed on Production Piles	41-42	(skim)
3.3.4 Testing Drilled Shafts for Major Defects	43-46	(skim)
3.4.2 Static Analysis of Driven Piles	47-47	(skim)
3.4.3 Dynamic Analysis of Driven Piles	48-48	(skim)
3.4.5 Static Load Test	49-49	(skim)
3.4.7 Design Considerations	50-51	(skim)
3.5.1 Overview	52-52	(skim)
3.5.2 Working Stress Design	53-54	(skim)
3.5.4 Actual Probability of Failure	55-70	(skim)
4.2.2 Framework for LRFD Design for Deep Foundations,	71-72	(skim)
Bibliography	73-76	(skim)
Appendixes	77-77	(skim)
Abbreviations used without definitions in TRB publications	78-78	(skim)

Description

TRB's National Cooperative Highway Research Program (NCHRP) Report 507: Load and Resistance Factor Design (LRFD) for Deep Foundations examines resistance factors for driven pile and drilled shaft foundations,and provides a procedure for calibrating deep foundation resistance.

Errata - Table 29 and Figure 47 in the pdf of NCHRP Report 507 contains incorrect information. An update to Table 29 and Figure 47 are available on-line.

NCHRP Report 507:

Load and Resistance Factor Design (LRFD) for Deep Foundations

Important Notice:

Citation Manager

Description

Authoring Organizations

Search This Book

SIGN UP FOR...