Effect of excavations on the bearing capacity of adjacent foundations using three-dimensional upper bound limit analysis method
Abstract
Purpose
One of the primary challenges associated with excavation near buildings is the significant decrease in the bearing capacity of nearby foundations during the initial stages before the stabilization of the excavation wall. This study aims to investigate the correlation between excavation height and foundation-bearing capacity under actual field conditions.
Design/methodology/approach
This paper uses a three-dimensional rotational failure mechanism to propose a novel method for estimating foundation-bearing capacity using the upper bound limit analysis approach.
Findings
The study delineates two distinct zones in the excavation height versus bearing capacity diagram. Initially, there is a significant reduction in foundation-bearing capacity at the onset of excavation, with decreases of up to 80% compared to its undisturbed state. Within a specific range of excavation heights, the bearing capacity remains relatively constant until reaching a critical height. Beyond this threshold, the entire soil mass behind the excavation wall becomes unstable. The critical excavation height is notably influenced by the soil's internal friction angle, excavation slope angle and soil cohesion parameter. Notably, when the ratio of excavation height to foundation width is less than 0.4, changes in slope angle have no significant impact on bearing capacity.
Originality/value
The bearing capacity estimates derived from the method proposed in this paper are deemed to reflect real-world scenarios closely compared to existing methodologies.
Keywords
Acknowledgements
This paper is prepared based on the results of the M.Sc. thesis of the first author at Tehran University (Faculty of Engineering) and in the framework of research on the three-dimensional design of slopes in continuation and development of the research project No. 544-6313 in International Institute of Earthquake Engineering and Seismology (IIEES). The supports are gratefully appreciated.
Funding information: The research leading to these results received funding from International Institute of Earthquake Engineering and Seismology (IIEES) under Grant Agreement No. 544-6313.
Citation
Hamzezadeh Nakhjavani, M.H., Askari, F. and Farzaneh, O. (2024), "Effect of excavations on the bearing capacity of adjacent foundations using three-dimensional upper bound limit analysis method", World Journal of Engineering, Vol. ahead-of-print No. ahead-of-print. https://doi.org/10.1108/WJE-03-2024-0112
Publisher
:Emerald Publishing Limited
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