Approximation of undrained bearing capacity of strip foundations on heterogeneous marine clay
The problem of bearing capacity of foundation under rigorous circumstances has always been of a great importance in geotechnical engineering. Various simple and also more sophisticated methods have been developed to improve the bearing capacity calculations. In this paper, the performance of three d...
Saved in:
| Main Authors: | R. Jamshidi Chenari, A. Izadi, A. Eslami, E. Khaksar Najafi |
|---|---|
| Format: | Article |
| Language: | English |
| Published: |
K. N. Toosi University of Technology
2019-03-01
|
| Series: | Numerical Methods in Civil Engineering |
| Subjects: | |
| Online Access: | https://nmce.kntu.ac.ir/article_160470_efa76ccf1686f7f338b83bf603daef20.pdf |
| Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Influence of clay mineralogy on undrained shear strength using Fall cone test
by: Eyyüb Karakan
Published: (2023-08-01) -
Optimization of glass debris in the treatment of swelling clay soils using recycled materials for sustainable road engineering
by: Noureddine Ouslimane, et al.
Published: (2025-07-01) -
Consideration of Rocking Wind Turbine Foundations on Undrained Clay with an Efficient Constitutive Model
by: Behrouz Badrkhani Ajaei, et al.
Published: (2025-01-01) -
Empirical Correlations for the Swelling Pressure of Expansive Clays in the City of Barranquilla, Colombia
by: Victor Cantillo, et al.
Published: (2017-01-01) -
Effect of Changing Sand Content on Liquid Limit and Plasticity Index of Clay
by: AlHonati Qusai, et al.
Published: (2025-01-01)