Reliability analysis of circular tunnel under hydrostatic stress field

By H. Li, B. Low. 2010

150 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering, Mechanics of Materials, Safety, Risk, Reliability and Quality

View Paper: https://www.semanticscholar.org/paper/2e801c7a2a8b36d17a163a6987f2a707e0397956

How researchers see this paper

The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.

In Civil and Structural Engineering

1. A. Hamrouni
2. Daniel Dias
3. Badreddine Sbartai

In Mechanics of Materials

1. A. Hamrouni
2. Daniel Dias
3. Badreddine Sbartai

In Safety, Risk, Reliability and Quality

1. A. Hamrouni
2. Daniel Dias
3. Badreddine Sbartai

Citations in the corpus

• Reliability analysis of shallow tunnels using the response surface methodology (2017, methodology): “…studies using the convergence-confinement method (CCM) have already been conducted by other authors (Bernat, 1996; Hejazi, Dias, & Kastner 2008; Li & Low, 2010; Svoboda & Masin 2009; Lü & Low, 2011; Lü, Sun, & Low 2011; Dias & Kastner 2012; Do et al., 2014; Janin 2012; Janin et al. 2013, .”
• Improved knowledge-based clustered partitioning approach and its application to slope reliability analysis (2012, unknown): “5 Li and Low [21] X.”