Stability Analysis and Performance of Soil-Nailing Retaining System of Excavation during Construction Period
Author:
Affiliation:
1. Professor, School of Civil Engineering, Shandong Univ., 17923 Jingshi Rd., Jinan 250061, P.R. China (corresponding author).
2. Master Degree Candidate, School of Civil Engineering, Shandong Univ., 17923 Jingshi Rd., Jinan 250061, P.R. China.
Publisher
American Society of Civil Engineers (ASCE)
Subject
Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29CF.1943-5509.0000640
Reference26 articles.
1. Chassie R. G. (1993). “‘Soil nailing overview’ and ‘Soil nail wall facing design and current developments’.” 10th Annual Int. Bridge Conf. Engineering Society of Western Pennsylvania Pittsburgh PA.
2. Numerical experiments of soil nails in loose fill slopes subjected to rainfall infiltration effects
3. Reliability of Deteriorating Slopes
4. Narrow Reliability Bounds for Structural Systems
5. Dright S. G. and Duncan G. M. (1991). “Limit equilibrium stability analyses for reinforced slops.” Transportation Research Record 1330 Transportation Research Board Washington DC.
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