Closed-form solution for excavation-induced ground settlement profile in clay
Published 2021 View Full Article
- Home
- Publications
- Publication Search
- Publication Details
Title
Closed-form solution for excavation-induced ground settlement profile in clay
Authors
Keywords
Excavation, Ground settlement, Wall displacement, Superposition method, Closed-form solution
Journal
COMPUTERS AND GEOTECHNICS
Volume 137, Issue -, Pages 104266
Publisher
Elsevier BV
Online
2021-06-07
DOI
10.1016/j.compgeo.2021.104266
References
Ask authors/readers for more resources
Related references
Note: Only part of the references are listed.- Inverse Analysis of a Supported Excavation in Chicago
- (2019) Sangrae Kim et al. JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING
- Estimation of Ground Movement and Wall Deflection in Braced Excavation by Minimum Potential Energy Approach
- (2018) Kingshuk Dan et al. International Journal of Geomechanics
- Predicting deformation of multipropped excavations in soft clay with a modified mobilizable strength design (MMSD) method
- (2018) L.Z. Wang et al. COMPUTERS AND GEOTECHNICS
- Performance of a Zoned Excavation by Bottom-Up Technique in Shanghai Soft Soils
- (2018) Haohua Chen et al. JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING
- Building response to tunnelling- and excavation-induced ground movements: using transfer functions to review the limiting tensile strain method
- (2017) Korhan Deniz Dalgic et al. Structure and Infrastructure Engineering
- Small strain based method for predicting three-dimensional soil displacements induced by braced excavation
- (2016) Linlong Mu et al. TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY
- Displacement Performance and Simple Prediction for Deep Excavations Supported by Contiguous Bored Pile Walls in Soft Clay
- (2015) Hong-Bing Zhang et al. JOURNAL OF AEROSPACE ENGINEERING
- Three-dimensional deformation behaviour of a multi-propped excavation at a “greenfield” site at Shanghai soft clay
- (2015) Y. Hong et al. TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY
- Interaction between a large-scale triangular excavation and adjacent structures in Shanghai soft clay
- (2015) Jiangwei Shi et al. TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY
- Bayesian updating of KJHH model for prediction of maximum ground settlement in braced excavations using centrifuge data
- (2012) Lei Wang et al. COMPUTERS AND GEOTECHNICS
- Ground deformations and soil–structure interaction of a multi-propped excavation in Shanghai soft clays
- (2012) C.W.W. NG et al. GEOTECHNIQUE
- A simplified method for predicting ground settlement profiles induced by excavation in soft clay
- (2011) Chang-Yu Ou et al. COMPUTERS AND GEOTECHNICS
- Energy Conservation as a Principle Underlying Mobilizable Strength Design for Deep Excavations
- (2011) S. Y. Lam et al. JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING
- Fully Probabilistic Framework for Evaluating Excavation-Induced Damage Potential of Adjacent Buildings
- (2010) C. Hsein Juang et al. JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING
- Responses of Buildings with Different Structural Types to Excavation-Induced Ground Settlements
- (2010) Moorak Son et al. JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING
- Simplified Model for Evaluating Damage Potential of Buildings Adjacent to a Braced Excavation
- (2009) Matt Schuster et al. JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING
- Reliability Analysis and Updating of Excavation-Induced Ground Settlement for Building Serviceability Assessment
- (2008) Evan C. Hsiao et al. JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING
Become a Peeref-certified reviewer
The Peeref Institute provides free reviewer training that teaches the core competencies of the academic peer review process.
Get StartedAsk a Question. Answer a Question.
Quickly pose questions to the entire community. Debate answers and get clarity on the most important issues facing researchers.
Get Started