Time-dependent tests on intact rocks in uniaxial compression

By Yongsheng Li, Caichu Xia. 2000

206 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering, Management, Monitoring, Policy and Law, Mechanics of Materials

View Paper: https://www.semanticscholar.org/paper/4e44b99b139e676574c440276c4a66b3d65cbc73

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. Y. Hao
2. Hong Hao
3. Thong M. Pham
4. Gholamreza Gholipour
5. Chunwei Zhang
6. Asma Alsadat Mousavi
7. G. Jiang
8. Y. Norman Zhou

In Management, Monitoring, Policy and Law

1. Hong Hao
2. Y. Hao

In Mechanics of Materials

1. Y. Hao
2. Hong Hao
3. Thong M. Pham
4. G. Jiang
5. Y. Norman Zhou

Citations in the corpus

• Creep Behavior of Intact and Cracked Limestone Under Multi-Level Loading and Unloading Cycles (2017, unknown): “…M32(1.61), M33(1.03) 41.4 47.2 53.0 58.8 64.6 70.4 12.0 M34(1.72), M35(1.33), M36(1.16) 53.3 60.7 68.1 75.5 82.9 90.3 (Maranini and Brignoli 1999; Li and Xia 2000; Zhao et al. 2009; Mishra and Verma 2015): eðiÞ ¼ eðiÞm þ eðiÞc ð1Þ The instantaneous strain em (i) is the measured strain when the…”
• Numerical Evaluation of the Influence of Aggregates on Concrete Compressive Strength at High Strain Rate (2011, result): “Unlike other experiments using cylindrical specimens, Li and Xia tested the cubic specimen with dimension 50 × 50 × 100 mm [32], and the testing results are similar as compared to the other data in the low strain rate range.”