Performance of a Deep Excavation Reinforced by Soil-Nailing During an Earthquake Excitation
Author:
Publisher
Springer Science and Business Media LLC
Subject
Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering
Link
https://link.springer.com/content/pdf/10.1007/s40996-023-01094-x.pdf
Reference33 articles.
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2. Briaud JL, Lim Y (1997) Soil-nailed wall under piled bridge abutment: simulation and guidelines. J Geotech Geoenviron Eng 123(11):1043–1050. https://doi.org/10.1061/(ASCE)1090-0241(1997)123:11(1043)
3. Bryson LS, Zapata-Medina DG (2012) Method for estimating system stiffness for excavation support wall. J Geotech Geoenviron Eng 138:1104–1115. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000683
4. Chheng CH, Likitlersuang S (2018) Underground excavation behaviour in Bangkok using three-dimensional finite element method. Comput Geotech 95:68–81. https://doi.org/10.1016/j.compgeo.2017.09.016
5. Comodromos EM, Papadopoulou MC, Konstantinidis GK (2013) Effects from diaphragm wall installation to surrounding soil and adjacent buildings. Comput Geotech 53:106–121. https://doi.org/10.1016/j.compgeo.2013.05.003
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