Three-Dimensional Limit Analysis of Slopes with Pore Pressure

By R. Michalowski, Srinivasa S. Nadukuru. 2013

76 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering, Management, Monitoring, Policy and Law, Safety, Risk, Reliability and Quality

View Paper: https://www.semanticscholar.org/paper/a5d431f743e543afd7efce39b89bb6f6da52f503

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In Civil and Structural Engineering

1. Daniel Dias
2. Qiujing Pan

In Management, Monitoring, Policy and Law

1. Daniel Dias
2. Qiujing Pan

In Safety, Risk, Reliability and Quality

1. Daniel Dias
2. Qiujing Pan

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”