东北大学主页平台 Zaobao Liu--Faculty page of Dr. Zaobao Liu -- 刘造保, 田锋, and 周金鑫. 2024. '岩石脆性破坏全过程的准态基近场动力学方法', 力学学报, 56: 1-16.

Zaobao Liu

Professor
Supervisor of Doctorate Candidates
Name (English):Zaobao Liu
Name (Pinyin):liuzaobao
Date of Employment:2018-05-03
School/Department:Northeastern Unviersity
Business Address:辽宁省沈阳市和平区文化路三巷11号东北大学南门综合实验楼436
Contact Information:
Status:Employed
Discipline:Geotechnical Engineering
Mining Engineering

2020Elected:Candidates of national youth talent program
2022-09Previously Honored and Elected:2020-2022年度东北大学优秀教师
2022-05Previously Honored and Elected:东北大学“五四奖章”青年岗位能手
2021-04Previously Honored and Elected:国家级青年人才
2018-12Previously Honored and Elected:辽宁省青年拔尖人才
2020-12Previously Honored and Elected:沈阳市领军人才
2021-06Previously Honored and Elected:本科毕业设计(论文)优秀指导教师

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Current position： Faculty page of Dr. Zaobao Liu >> Scientific Research >> Paper Publications

LIU Z, SHAO J, XIE S, et al. Triaxial Creep Induced Gas Permeability Change and Elastic Modulus Variation in Callovo-Oxfordian Argillite [M]//VANDAMME M, DANGLA P, PEREIRA J-M, et al. Poromechanics VI. Paris; American Society of Civil Engineers. 2017: 1037 - 44.

Release Time:2021-10-12| Hits:

Title of Paper:LIU Z, SHAO J, XIE S, et al. Triaxial Creep Induced Gas Permeability Change and Elastic Modulus Variation in Callovo-Oxfordian Argillite [M]//VANDAMME M, DANGLA P, PEREIRA J-M, et al. Poromechanics VI. Paris; American Society of Civil Engineers. 2017: 1037 - 44.

Translation or Not:No

Prev One:LIU Z, SHAO J, XU Y. Water Saturation Induced Strength Degradation of Callovo-Oxfordian Claystone [M]//PAPAMICHOS E, PAPANASTASIOU P, PASTERNAK E, et al. Bifurcation and Degradation of Geomaterials with Engineering Applications: Proceedings of the 11th International Workshop on Bifurcation and Degradation in Geomaterials dedicated to Hans Muhlhaus, Limassol, Cyprus, 21-25 May 2017. Cham; Springer International Publishing. 2017: 11-7.

Next One:LIU Z, SHAO J. Strength behavior, creep failure and gas permeability change in a tight marble under triaxial compression [J]. Rock Mech Rock Eng, 2017, 50(3): 529-41.