NDLI: Study on the Structural Design Partial Coefficients of Reinforced Earth Structures Based on the Least Square Principle

Content Provider	IEEE Xplore Digital Library
Author	Liu Mingwei Wang Duoyin He Guangchun
Copyright Year	2010
Abstract	According to the determining methods of the structural design partial coefficients, under two basic combinations of loads, the optimum action and resistance partial coefficients are obtained about the inner stability of reinforced earth structures based on the least square principle. They include permanent action partial coefficient =1.2, heap load partial coefficient =1.3, vehicle load partial coefficient =1.4, reinforced materials resistance-breakage partial coefficient =1.56, resistance-pulled out partial coefficient =1.52, and the results show reasonable by engineering examples checking. The paper provides a reference to the new code based on probability critical state in reinforced earth structure design.
Starting Page	626
Ending Page	629
File Size	284787
Page Count	4
File Format	PDF
ISBN	9781424472796
e-ISBN	9781424472802
DOI	10.1109/ICICTA.2010.673
Language	English
Publisher	Institute of Electrical and Electronics Engineers, Inc. (IEEE)
Publisher Date	2010-05-11
Publisher Place	China
Access Restriction	Subscribed
Rights Holder	Institute of Electrical and Electronics Engineers, Inc. (IEEE)
Subject Keyword	Design automation Stability Design methodology the structural design partial coefficients Intelligent structures Helium Least squares methods resistance Vehicles Automotive engineering Earth reinforced earth structures least square method action Safety
Content Type	Text
Resource Type	Article

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Study on the Structural Design Partial Coefficients of Reinforced Earth Structures Based on the Least Square Principle