N-725 guideline for design and analysis of nuclear safety related earth structures
Author(s)
Bibliographic Information
N-725 guideline for design and analysis of nuclear safety related earth structures
(ASCE standard)
American Society of Civil Engineers, c1983
Available at 1 libraries
  Aomori
  Iwate
  Miyagi
  Akita
  Yamagata
  Fukushima
  Ibaraki
  Tochigi
  Gunma
  Saitama
  Chiba
  Tokyo
  Kanagawa
  Niigata
  Toyama
  Ishikawa
  Fukui
  Yamanashi
  Nagano
  Gifu
  Shizuoka
  Aichi
  Mie
  Shiga
  Kyoto
  Osaka
  Hyogo
  Nara
  Wakayama
  Tottori
  Shimane
  Okayama
  Hiroshima
  Yamaguchi
  Tokushima
  Kagawa
  Ehime
  Kochi
  Fukuoka
  Saga
  Nagasaki
  Kumamoto
  Oita
  Miyazaki
  Kagoshima
  Okinawa
  Korea
  China
  Thailand
  United Kingdom
  Germany
  Switzerland
  France
  Belgium
  Netherlands
  Sweden
  Norway
  United States of America
Note
"Approved April, 1982"
"ANSI/ASCE 1-82, ANSI approved November 5, 1986"--Label on cover
Includes bibliographical references and index
Description and Table of Contents
Description
For earth structures, it is recognized that the use of nominal material parameters and design assumption alone is often inadequate. Coupled with these should be site verification of design assumptions and materials parameters, evaluation of the interrelationship between construction methods and analytical treatment, and verification testing (to assure compliance with project specifications based on the design and monitoring of the earth structures - both during and subsequent to construction). Because of the need for continuity from design and analysis through actual construction, a section which deals with inspection, instrumentation and monitoring is included in this standard, although the standard itself is primarily concerned with design and analysis. The essential elements of this standard are: earth structures used to form the ultimate heat sink (reservoirs) including dams, dikes, and baffles; earth structures normally used to protect the nuclear plant site from extreme hydrodynamic loads including dams, dikes, breakwaters, seawalls, and revetments; and earth structures used to maintain site contours, the stability of natural and cut slopes, fills and retaining walls.
by "Nielsen BookData"