Lateral bearing performance and mechanism of piles in the transition zone due to pit-in-pit excavation
Authors:
- 30 August 2021
- journal article
- research article
- Published by Springer Nature in Acta Geotechnica
- Vol. 17 (5) , 1935-1948
Abstract
No abstract availableKeywords
Funding Information
- National Natural Science Foundation of China (51878157)
- Natural Science Foundation of Jiangsu Province (BK20181282)
This publication has 13 references indexed in Scilit:
- Behavior of Pile Groups Subject to Excavation-Induced Soil Movement in Very Soft ClayJournal of Geotechnical and Geoenvironmental Engineering, 2009
- Deep excavation-induced ground surface movement characteristics – A numerical investigationComputers and Geotechnics, 2008
- Spudcan penetration in sand overlying clay2005
- Pile Response Adjacent to Braced ExcavationJournal of Geotechnical and Geoenvironmental Engineering, 2003
- Behavior of Pile Subject to Excavation-Induced Soil MovementJournal of Geotechnical and Geoenvironmental Engineering, 2000
- Building response and ground movements induced by a deep excavationGéotechnique, 2000
- Pile Response Due to Excavation-Induced Lateral Soil MovementJournal of Geotechnical and Geoenvironmental Engineering, 1997
- Pile response due to unsupported excavation-induced lateral soil movementCanadian Geotechnical Journal, 1996
- Characteristics of ground surface settlement during excavationCanadian Geotechnical Journal, 1993
- Observed Performance of a Deep Excavation in ClayJournal of Geotechnical Engineering, 1989