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Determination of Peat Elasticity Modulus (Constrained Modulus) Based on Field Measurement Using Simplified Consolidation Model

Author(s): (West Pomeranian University of Technology Szczecin , Szczecin , Poland)
Medium: journal article
Language(s): English
Published in: Civil and Environmental Engineering Reports, , n. 2, v. 28
Page(s): 18-30
DOI: 10.2478/ceer-2018-0017
Abstract:

The article presents methods to determine the peat elasticity modulus based on settlement measurement of the preloaded embankment. The author proposes two methods: the first does not take into consideration the strengthening of the soil as a result of the settlement and the second includes the strengthening process of soil related to the settlement. Based on the presented methods, computer simulations were performed in the first case for the assumed embankment in order to verify the methods and in the second case for the real conditions in the area of Szczecin, Poland.

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: 10.2478/ceer-2018-0017.
  • About this
    data sheet
  • Reference-ID
    10705248
  • Published on:
    19/02/2023
  • Last updated on:
    19/02/2023
 
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