Estimation of deformation modulus of gravelly soils using dynamic cone penetration tests
Estimating the deformation modulus of gravelly soils is a challenging task. The estimate of deformation modulus of cohessionless soils in general relies on availability of correlation between in situ test parameters and deformation modulus back-calculated from field results of pressure settlement re...
Main Authors: | Marawan M. Shahien, Ahmed Farouk |
---|---|
Format: | Article |
Language: | English |
Published: |
Elsevier
2013-12-01
|
Series: | Ain Shams Engineering Journal |
Subjects: | |
Online Access: | http://www.sciencedirect.com/science/article/pii/S2090447913000233 |
Similar Items
-
Indirect Determination of Soil Young’s Modulus in Lithuania Using Cone Penetration Test Data
by: Tadas Tamošiūnas, et al.
Published: (2022-06-01) -
Datasets for gravelly soil liquefaction case histories
by: Jilei Hu, et al.
Published: (2021-06-01) -
The performance comparison of the decision tree models on the prediction of seismic gravelly soil liquefaction potential based on dynamic penetration test
by: Mahmood Ahmad, et al.
Published: (2023-07-01) -
Accuracy of determination of soil mechanic properties
by: Oleg A. Lazhevich, et al.
Published: (2017-10-01) -
Corrigendum: The performance comparison of the decision tree models on the prediction of seismic gravelly soil liquefaction potential based on dynamic penetration test
by: Mahmood Ahmad, et al.
Published: (2024-04-01)