Numerical determination of the equivalent elastic compliance tensor for fractured rock masses using the distinct element method

By K. Min, Lanru Jing. 2003

272 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/6c846d2026a9eb4eff31092e3effb1181591f4c4

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. Tohid Kazerani
2. Jian Zhao
3. Lianyang Zhang
4. Xiaobin Ding

In Mechanics of Materials

1. Tohid Kazerani
2. Jian Zhao
3. Lianyang Zhang
4. Xiaobin Ding

In Safety, Risk, Reliability and Quality

1. Xiaobin Ding
2. Lianyang Zhang

Citations in the corpus

• Micromechanical parameters in bonded particle method for modelling of brittle material failure (2010, background): “deformable continuous, discontinuous, or fracturing bodies undergoing large displacements and rotations that is widely used in underground works [2, 3], laboratory test simulations and constitutive model development [4–6], rock dynamics [7, 8], wave propagation in jointed rock masses [9, 10], nuclea”