On the use of constrained modulus for soil settlement analysis
Soil settlement is a key parameter in engineering design of geotechnical structures. Two approaches have been used for the characterization of soil behaviour under one dimensional compression: the linear - nonlinear, the traditional approach, and the modulus-based approach, the constrained modulus....
Main Authors: | , , |
---|---|
Format: | Article |
Language: | English |
Published: |
Peter the Great St. Petersburg Polytechnic University
2024-05-01
|
Series: | Magazine of Civil Engineering |
Subjects: | |
Online Access: | http://engstroy.spbstu.ru/article/2024.127.06/ |