Probabilistic and Deterministic Analysis of an Excavation Supported by Tiebacks and Nailing in Residual Soil of Gneiss-Reference-Cited by-同舟云学术

Probabilistic and Deterministic Analysis of an Excavation Supported by Tiebacks and Nailing in Residual Soil of Gneiss

Published:2018-11-01 Issue: Volume: Page:31-41
ISSN:2366-3405
Container-title:Sustainable Civil Infrastructures
language:
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Author:

Garcia Jean R.,Albuquerque Paulo J. R.,Mucheti Alexsander Silva

Publisher

Springer International Publishing

Link

http://link.springer.com/content/pdf/10.1007/978-3-030-01884-9_3

Reference15 articles.

1. Developments in Geotechnical Engineering;Jay Ameratunga,2016

2. Babu, G.L.S., Singh, V.P.: Reliability analysis of soil nail walls. Georisk: Assess. Manag. Risk Eng. Syst. Geohazards 3 (1), 44–54 (2009). https://doi.org/10.1080/17499510802541425

3. Chassie, R.G.: Soil nailing overview and soil nail wall facing design and current developments. In: 10th Annual International Bridge Conference. Engineering Society of Western Pennsylvania, Pittsburgh (1993)

4. Duncan, J.M.: Factors of safety and reliability in geotechnical engineering. J. Geotech. Geoenvironmental Eng. 126(4), 307–316 (2000). https://doi.org/10.1061/(ASCE)1090-0241(2000)126:4(307)

5. Ghareh, S.: Parametric assessment of soil-nailing retaining structures in cohesive and cohesionless soils. Measurement, Elsevier Ltd. 73, 341–351 (2015). https://doi.org/10.1016/j.measurement.2015.05.043

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