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Experimental and Theoretical Rationale for Maximum Loading with a Specified Degree of Risk When Simulating the Operation of a "Bed-Foundation-Superstructure" System

Author(s):


Medium: journal article
Language(s): English
Published in: Soil Mechanics and Foundation Engineering, , n. 6, v. 52
Page(s): 311-316
DOI: 10.1007/s11204-016-9346-z
Structurae cannot make the full text of this publication available at this time. The full text can be accessed through the publisher via the DOI: 10.1007/s11204-016-9346-z.
  • About this
    data sheet
  • Reference-ID
    10215611
  • Published on:
    06/12/2018
  • Last updated on:
    06/12/2018
 
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