A platform for research: civil engineering, architecture and urbanism
Abstract The difference in soil behavior in compression and in shear suggests to separate the stresses and deformations into two parts, one describing compression, and another describing shear. This will be presented in this chapter. Dilatancy will be disregarded, at least initially.
Abstract The difference in soil behavior in compression and in shear suggests to separate the stresses and deformations into two parts, one describing compression, and another describing shear. This will be presented in this chapter. Dilatancy will be disregarded, at least initially.
Tangent Modulus
Verruijt, Arnold (author)
2017-07-26
6 pages
Article/Chapter (Book)
Electronic Resource
English
Buckling behavior above tangent modulus load
Engineering Index Backfile | 1961
|Buckling Behavior above the Tangent Modulus Load
ASCE | 2021
|Research on WALKER Constitutive Model Tangent Modulus
Tema Archive | 2012
|Tangent modulus as a function of selected factors
British Library Online Contents | 2018
|Modulus Number and Reference Tangent Modulus of Clays in the Red River Delta
Springer Verlag | 2024
|