Chapter
May 22, 2014
Numerical Analysis of Pile Response to Deep Excavation in Soil Overlying Rock
Publication: Tunneling and Underground Construction
Abstract
Much research has been done on pile response to deep excavation construction in soft soil. However, the behavior of the pile and pile groups due to deep excavation in multilayered conditions of soils overlying rock(defined as soil-rock formations in this paper) is still unclear. This study performed a series of 2D numerical studies of pile response due to deep excavation. Firstly, the numerical model was verified through a case history in China and the comparison of computed results to monitoring data showed good agreements. Secondly, the effects on the pile response of several parameters were studied, including stratigraphic distribution, distance to the retaining wall, pile length, excavation depth, and stiffness of retaining wall and pile. The results presented in this study can be used as a first approximation for cases in which the deep excavation is located very near the pile and pile groups.
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© 2014 American Society of Civil Engineers.
History
Published online: May 22, 2014
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ASCE Technical Topics:
- Analysis (by type)
- Construction engineering
- Construction methods
- Engineering fundamentals
- Excavation
- Foundations
- Geology
- Geomechanics
- Geotechnical engineering
- Models (by type)
- Numerical analysis
- Numerical models
- Pile foundations
- Pile groups
- Piles
- Rocks
- Soft soils
- Soil analysis
- Soil mechanics
- Soil properties
- Soils (by type)
Authors
Affiliations
Professor, Key Laboratory of Geotechnical and Underground Engineering, Ministry of Education; Department of Geotechnical Engineering, Tongji University, 1129 Siping Road, Shanghai, 200092. E-mail: [email protected]
Ph.D. Student, Department of Geotechnical Engineering, Tongji University, 1129 Siping Road, Shanghai, 200092. E-mail: [email protected]
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