Performance assessment of borehole arrangements for the design of rectangular shallow foundation systems
This study proposes a framework to evaluate the performance of borehole arrangements for the design of rectangular shallow foundation systems under spatially variable soil conditions. Performance measures are introduced to quantify, for a fixed foundation layout and given soil sounding locations, th...
Main Authors: | Marcin Chwała, Danko J. Jerez, Hector A. Jensen, Michael Beer |
---|---|
Format: | Article |
Language: | English |
Published: |
Elsevier
2023-12-01
|
Series: | Journal of Rock Mechanics and Geotechnical Engineering |
Subjects: | |
Online Access: | http://www.sciencedirect.com/science/article/pii/S1674775523001695 |
Similar Items
-
The Effect of Mechanical Anisotropy and Heterogeneity of Shear Strength Parameters of Soils on Drained Bearing Capacity of Shallow Foundations
by: R. Jamshidi Chenari, et al.
Published: (2017-09-01) -
An iterative algorithm for random upper bound kinematical analysis
by: Chwała Marcin
Published: (2021-11-01) -
Determination of ultimate bearing capacity of shallow foundations using LSSVM algorithm
by: Xinhua Xue, et al.
Published: (2019-05-01) -
Profiles of Problematic Soils and Spatial Distribution: Implication on Foundation Construction in Parts of Kosofe Lagos, Southwestern Nigeria
by: Oloruntola M., et al.
Published: (2018-12-01) -
Prediction of Undrained Bearing Capacity of Skirted Foundation in Spatially Variable Soils Based on Convolutional Neural Network
by: Haifeng Cheng, et al.
Published: (2023-05-01)