Upper bound limit analysis of collapse shape for circular tunnel subjected to pore pressure based on the Hoek–Brown failure criterion
By F. Huang, Xiao‐Li Yang. 2011
94 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering, Safety, Risk, Reliability and Quality
View Paper: https://www.semanticscholar.org/paper/0094a134dff3994fbd1f09584901f104aff13d1f
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In Civil and Structural Engineering
In Safety, Risk, Reliability and Quality
Citations in the corpus
- The effect of pore water pressure on tunnel face stability (2016, methodology): “This so-called pore pressure coefficient ru is assumed to be a constant, although it varies at different points in the soil mass. Viratjandr & Michalowski [23], Michalowski & Nadukuru [24], Yang & Zou [27] and Huang & Yang [28] used this approach to carry out the stability analysis of slopes or tunn”