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Wen-Ling Tian
Researcher at China University of Mining and Technology
Publications - 29
Citations - 846
Wen-Ling Tian is an academic researcher from China University of Mining and Technology. The author has contributed to research in topics: Acoustic emission & Ultimate tensile strength. The author has an hindex of 11, co-authored 29 publications receiving 462 citations.
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Failure mechanical behavior of pre-holed granite specimens after elevated temperature treatment by particle flow code
TL;DR: In this paper, the meso-mechanics of granite specimens containing pre-existing holes with different ligament angles (the angle between the line connecting the centers of two holes and the horizontal direction, and set as β = 0, 45 and 90°) after different temperature treatments (T = 25, 150, 300, 450, 600, 750 and 900 ǫ).
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Effect of High Temperature on Deformation Failure Behavior of Granite Specimen Containing a Single Fissure Under Uniaxial Compression
TL;DR: In this paper, the role of fissure angle and heat treatment temperature on the mechanical properties and deformation failure behavior of brittle granite was investigated using uniaxial compression tests.
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Crack coalescence behavior of sandstone specimen containing two pre-existing flaws under different confining pressures
TL;DR: In this article, a series of PFC3D simulations on numerical specimens were carried out to investigate the crack initiation, propagation and coalescence process under conventional triaxial compression.
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An experimental study on fracture mechanical behavior of rock-like materials containing two unparallel fissures under uniaxial compression
TL;DR: In this article, a series of uniaxial compression tests were carried out for rock-like material with two unparallel fissures, and the results showed that the peak strength and Young's modulus of pre-fissured specimens all decreased and then increased when the fissure angle increased from 0 to 75 degrees.
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Experimental and numerical investigation of brittle sandstone specimens containing different shapes of holes under uniaxial compression
TL;DR: In this paper, the authors explored the mechanical properties and cracking behaviors of specimens with a hole under uniaxial compressive loading through laboratory experiments, and the results demonstrate that the shape of hole has a considerable impact on the uniao-ial compression strength and failure mode but minimal effects on the elastic modulus.