Document: NUREG-0800
Document ID: 6d95bc89-e14a-4d87-bf91-1d1760c2aff8
Document Type: srp
Title: FOUNDATIONS
Source: NUREG-0800
Source URL: https://www.nrc.gov/docs/ML1235/ML12353A388.pdf
Revision Date: 2023-06
Chapter: 3
Section ID: 3.8.5
CFR Part: 
CFR Title: 

Content:
ments of 10 CFR Part 50 and 10 CFR Part 52, and were approved by the Office of Management and Budget, approval number 3150-0011 and 3150-0151. PUBLIC PROTECTION NOTIFICATION The NRC may not conduct or sponsor, and a person is not required to respond to, a request for information or an information collection requirement unless the requesting document displays a currently valid OMB control number. 3.8.5-23 Draft Revision 4 - December 2012 SRP Section 3.8.5 "Foundations” Description of Changes Revision 3 to SRP Section 3.8.5 updates Revision 2 of this section, dated March 2007, to reflect the following changes: 1. This SRP section is administratively updated by the Office of New Reactors, per request from Juan D. Peralta, Branch Chief, Quality and Vendor Branch 1, Division of Construction, Inspection, and Operational Programs, memorandum dated February 17, 2010 (ADAMS Accession No. ML10090148). 3.8.5-24 Draft Revision 4 - December 2012 SRP Section 3.8.5 “Foundations” Description of Changes This SRP section affirms the technical accuracy and adequacy of the guidance previously provided in Revision 3, dated May 2010 of this SRP. See ADAMS Accession No. ML100621093. I. AREAS OF REVIEW 1. Enhanced SRP Section 3.8.5 I.3 “Loads and Load Combinations” to include loads induced by the construction sequence and differential settlements. See item 2 below (under “Acceptance Criteria”) for the technical rationale for this change. 2. Added an additional ”Review Interface” Item 5 to indicate that the review of the foundation design for differential settlement and construction sequence aspects is performed in coordination with SRP Section 2.5.4 and SRP 3.7.2. See item 2 below (under “Acceptance Criteria”) for the technical rationale for this change. II. ACCEPTANCE CRITERIA 1. Revised SRP Section 3.8.5 II.4 “Design and Analysis Procedures” item B, to include enhanced guidance to evaluate sliding and overturning stability. The technical rationale for this