Zhiye Zhao
Current Organizations / Institutes
The organizations/institutes from the scholar's latest article
Previous Organizations / Institutes
The organizations / institutes from the scholar's other articles in the past ten years
Research Subjects
Zhiye Zhao has a total of 189 co-authors. Here are the top co-authors by number of shared publications:
- Junlong Shang
Department of Civil Engineering and Management, School of Engineering, The University of Manchester, Manchester, UK
8 shared publications - Youjun Ning
School of Mechatronic Engineering, Southwest Petroleum University, Chengdu 610500, China
8 shared publications - Hongyuan Zhou
Research Fellow, School of Civil and Environmental Engineering, Nanyang Technological Univ., Singapore 639798
6 shared publications Huirong Bao
China Haisum Engineering Co., Ltd Shanghai China
6 shared publicationsJianping Sun
6 shared publicationsL. He
6 shared publications
Latest Publications
- Open Access
- 1 October 2021
- Published by IOP Publishing in IOP Conference Series: Earth and Environmental Science
- Vol. 861 (3) , 032085
Coupled hydro-mechanical modelling on hydraulic fracturing using DDA
- 1 October 2021
- Published by IOP Publishing in IOP Conference Series: Earth and Environmental Science
- Vol. 861 (3) , 032085
Open AccessCoupled hydro-mechanical modelling on hydraulic fracturing using DDA
- 28 April 2020
- Published by Springer Nature in Rock Mechanics and Rock Engineering
- Vol. 53 (8) , 3835-3844
An Analytical Investigation on the Estimation of Water Inflow into a Circular Tunnel Based On-site Data
- 28 April 2020
- Published by Springer Nature in Rock Mechanics and Rock Engineering
- Vol. 53 (8) , 3835-3844
An Analytical Investigation on the Estimation of Water Inflow into a Circular Tunnel Based On-site Data
- 25 January 2020
- Published by Springer Nature in Rock Mechanics and Rock Engineering
- Vol. 53 (5) , 2493-2503
Numerical Modelling of Fully Grouted Rockbolts Subjected to Shear Load
- 25 January 2020
- Published by Springer Nature in Rock Mechanics and Rock Engineering
- Vol. 53 (5) , 2493-2503
Numerical Modelling of Fully Grouted Rockbolts Subjected to Shear Load
- Open Access
- 1 December 2018
- Published by Elsevier in Computers and Geotechnics
- Vol. 104, 373-388
Numerical investigation of the direct tensile behaviour of laminated and transversely isotropic rocks containing incipient bedding planes with different strengths
- 1 December 2018
- Published by Elsevier in Computers and Geotechnics
- Vol. 104, 373-388
Open AccessNumerical investigation of the direct tensile behaviour of laminated and transversely isotropic rocks containing incipient bedding planes with different strengths
- Open Access
- 1 November 2018
- Published by Elsevier in Soil Dynamics and Earthquake Engineering
- Vol. 114, 568-575
A field study on pile response to blast-induced ground motion
- 1 November 2018
- Published by Elsevier in Soil Dynamics and Earthquake Engineering
- Vol. 114, 568-575
Open AccessA field study on pile response to blast-induced ground motion
- 1 October 2018
- Published by Elsevier in Construction and Building Materials
- Vol. 185, 120-137
DEM simulation of mortar-bolt interface behaviour subjected to shearing
- 1 October 2018
- Published by Elsevier in Construction and Building Materials
- Vol. 185, 120-137
DEM simulation of mortar-bolt interface behaviour subjected to shearing
- 15 August 2018
- Published by Wiley in International Journal for Numerical Methods in Engineering
- Vol. 116 (7) , 465-486
Local refinement of flat‐top partition of unity based high‐order approximation
Summary: The high‐order approximation with regularly patterned flat‐top partition of unity mesh in one‐ and two‐dimensional cases has been proven linearly independent. However, for problems with stress concentration or stress singularity, local refinement within the regular mesh is necessary to improve the accuracy and efficiency. This paper introduces local refinement of flat‐top partition of unity mesh within the framework of high‐order approximation in one‐ and two‐dimensional spaces, respectively. Based on the traditional PU mesh, the construction of locally refined flat‐top PU mesh is straightforward. With the rank deficiency counting approach, linear independence is proven from element level for the locally refined mesh system. Based on the numerical solution procedure presented, two numerical examples are analyzed to verify the proposed approximation method.
- 15 August 2018
- Published by Wiley in International Journal for Numerical Methods in Engineering
- Vol. 116 (7) , 465-486
Local refinement of flat‐top partition of unity based high‐order approximation
Summary: The high‐order approximation with regularly patterned flat‐top partition of unity mesh in one‐ and two‐dimensional cases has been proven linearly independent. However, for problems with stress concentration or stress singularity, local refinement within the regular mesh is necessary to improve the accuracy and efficiency. This paper introduces local refinement of flat‐top partition of unity mesh within the framework of high‐order approximation in one‐ and two‐dimensional spaces, respectively. Based on the traditional PU mesh, the construction of locally refined flat‐top PU mesh is straightforward. With the rank deficiency counting approach, linear independence is proven from element level for the locally refined mesh system. Based on the numerical solution procedure presented, two numerical examples are analyzed to verify the proposed approximation method.
- Open Access
- 1 August 2018
- Published by Elsevier in Theoretical and Applied Fracture Mechanics
- Vol. 96, 556-575
Broad-spectrum fracture toughness of an anisotropic sandstone under mixed-mode loading
- 1 August 2018
- Published by Elsevier in Theoretical and Applied Fracture Mechanics
- Vol. 96, 556-575
Open AccessBroad-spectrum fracture toughness of an anisotropic sandstone under mixed-mode loading
- 1 July 2018
- Published by Elsevier in International Journal of Rock Mechanics and Mining Sciences
- Vol. 107, 172-180
Stresses induced by a demolition agent in non-explosive rock fracturing
- 1 July 2018
- Published by Elsevier in International Journal of Rock Mechanics and Mining Sciences
- Vol. 107, 172-180
Stresses induced by a demolition agent in non-explosive rock fracturing
- Open Access
- 1 July 2018
- Published by Elsevier in Engineering Geology
- Vol. 241, 41-54
Geological discontinuity persistence: Implications and quantification
- 1 July 2018
- Published by Elsevier in Engineering Geology
- Vol. 241, 41-54
Open AccessGeological discontinuity persistence: Implications and quantification