FE analysis of time-dependent behavior of tunneling in squeezing ground using two different creep models

By Faisal I. Shalabi. 2005

76 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/a20adf04a8ffa7c5039cdbeef4441eaf04317611

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. Weijun Wang
2. Wen Wan
3. Lianyang Zhang
4. Yanlin Zhao

In Mechanics of Materials

1. Weijun Wang
2. Wen Wan
3. Lianyang Zhang
4. Yanlin Zhao

In Safety, Risk, Reliability and Quality

1. Lianyang Zhang

Citations in the corpus

• Creep Behavior of Intact and Cracked Limestone Under Multi-Level Loading and Unloading Cycles (2017, background): “The development of the irreversible visco-plastic strain is considered an important factor leading to the time-dependent failure of rock (Bérest 1987; Shalabi 2005; Sterpi and Gioda 2009).”