Proposed hybrid approach for three-dimensional subsurface simulation to improve boundary determination and design of optimum site investigation plan for pile foundations
Geological uncertainty refers to the changeability of a geomaterial category embedded in another. It arises from predicting a geomaterial category at unobserved locations using categorical data from a site investigation (SI). In the design of bridge foundations, geological uncertainty is often not c...
Main Authors: | Opeyemi E. Oluwatuyi, Rasika Rajapakshage, Shaun S. Wulff, Kam Ng |
---|---|
Format: | Article |
Language: | English |
Published: |
Elsevier
2023-02-01
|
Series: | Soils and Foundations |
Subjects: | |
Online Access: | http://www.sciencedirect.com/science/article/pii/S0038080622001779 |
Similar Items
-
Geoengineering site characterization for foundation integrity assessment
by: K. D. Oyeyemi, et al.
Published: (2020-01-01) -
Resistance responses and design recommendations for driven piles in coarse-grained soil-based intermediate geomaterials
by: Nafis Bin Masud, et al.
Published: (2023-12-01) -
Investigation and mapping of geological construction materials in parts of chemoga river sub basin, debre markos, Ethiopia
by: Mulusew Minuyelet Zewdie, et al.
Published: (2023-03-01) -
Geophysical Assessment of Subsurface Conditions at Proposed Building Sites: Implications for Foundation Failure and Building Collapse
by: Ariyo Stephen Oluwafemi, et al.
Published: (2018-09-01) -
Antifouling Mortars for Underwater Restoration
by: Michela Ricca, et al.
Published: (2022-04-01)