Random analysis of bearing capacity of square footing using the LAS procedure
In the present paper, a three-dimensional problem of bearing capacity of square footing on random soil medium is analyzed. The random fields of strength parameters c and φ are generated using LAS procedure (Local Average Subdivision, Fenton and Vanmarcke 1990). The procedure used is re-implemented b...
Main Authors: | Kawa Marek, Puła Wojciech, Suska Michał |
---|---|
Format: | Article |
Language: | English |
Published: |
Sciendo
2016-09-01
|
Series: | Studia Geotechnica et Mechanica |
Subjects: | |
Online Access: | https://doi.org/10.1515/sgem-2016-0021 |
Similar Items
-
Reliability Analysis of Bearing Capacity of Square Footing on Soil with Strength Anisotropy Due to Layered Microstructure
by: Kawa Marek
Published: (2015-12-01) -
Evaluation of Bearing Capacity of Strip Footing Using Random Layers Concept
by: Kawa Marek, et al.
Published: (2015-09-01) -
Bearing capacity and settlement prediction of multi-edge skirted footings resting on sand
by: Tammineni Gnananandarao, et al.
Published: (2020-09-01) -
Behavior of Square Footing Resting on Gypseous Soil and Surrounded by a Sheet Pile Wall
by: Hussein Mazin Ali, et al.
Published: (2021-06-01) -
Bearing capacity of Skirt circular footing on sand
by: Amr Z. EL Wakil
Published: (2013-09-01)