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publications
裂隙岩体中隧道变形破坏的节理有限元模拟计算
Published in 科学技术与工程, 2016
This paper is about fixing template issue #693.
Recommended citation: 郑晨, 张昌锁, 李莹, 金洋. 裂隙岩体中隧道变形破坏的节理有限元模拟计算[J]. 科学技术与工程, 2016, 16(35): 289-292. http://www.stae.com.cn/jsygc/article/abstract/1607557?st=article_issue
块体形状对岩石黏结颗粒模型力学特性的影响
Published in 煤炭技术, 2017
摘要：为了研究块体形状对岩石黏结颗粒模型(BPM)力学特性的影响,分别选取随机多边形块体和随机三角形块体建立了 Voronoi-BPM 和Trigon-BPM 模型,进行了岩石的单轴压缩、单轴拉伸和直剪数值试验。分别从破坏形式和宏-细观力学参数 2个方面,分析了块体形状对岩石细观离散元模型力学特性的影响。
Recommended citation: 金洋, 张昌锁, 郑晨, 李莹. 裂隙岩体中隧道变形破坏的节理有限元模拟计算[J]. 煤炭技术, 2017, 36(5): 84-86.
深埋硬岩隧道开挖破坏区数值模拟方法探讨
Published in 太原理工大学学报, 2017
This paper is about fixing template issue #693.
Recommended citation: 李莹, 张昌锁, 郑晨, 金洋. 深埋硬岩隧道开挖破坏区数值模拟方法探讨[J]. 太原理工大学学报, 2017, 48(5): 753-757. https://tyutjournal.tyut.edu.cn/tools/download.ashx?site=tylgxb&id=1666
Numerical investigation of the mechanical properties of coal masses with T-junctions cleat networks under uniaxial compression
Published in International Journal of Coal Geology (Q1), 2018
This paper is about fixing template issue #693.
Recommended citation: WANG CL, ZHANG CS, LI Y, **ZHENG C**. Numerical investigation of the mechanical properties of coal masses with T-junctions cleat networks under uniaxial compression[J]. International Journal of Coal Geology, 2018, 202(2019): 128-146. https://www.sciencedirect.com/science/article/abs/pii/S0166516218305500
A Prediction Method Based on Elasticity and Soil-Structure Interaction for Deep-Excavation Induced Deformations of Pile Foundations
Published in Lecture Notes in Civil Engineering, 2021
This paper is about fixing template issue #693.
Recommended citation: ZHENG C, FRANZA A, JIMENEZ R. A Prediction Method Based on Elasticity and Soil-Structure Interaction for Deep-Excavation Induced Deformations of Pile Foundations[C]// In: Barla, M., Di Donna, A., Sterpi, D. (eds) Challenges and Innovations in Geomechanics. IACMAG 2021. Lecture Notes in Civil Engineering, vol 126. Springer, Cham. https://link.springer.com/chapter/10.1007/978-3-030-64518-2_29#citeas
Coupled elastoplastic analysis of the soil-pile foundation interaction induced by deep excavations
Published in Geotechnical Aspects of Underground Construction in Soft Ground, 2021
This paper is about fixing template issue #693.
Recommended citation: ZHENG C, FRANZA A, JIMENEZ R. Coupled elastoplastic analysis of the soil-pile foundation interaction induced by deep excavations[C]//Geotechnical Aspects of Underground Construction in Soft Ground.CRC Press,2021:746-752. https://www.taylorfrancis.com/chapters/edit/10.1201/9780429321559-98/coupled-elastoplastic-analysis-soil-pile-foundation-interaction-induced-deep-excavations-zheng-franza-jimenez
Investigation of soil–pile–structure interaction induced by vertical loads and tunnelling
Published in Computers and Geotechnics (Q1), 2021
This paper is about fixing template issue #693.
Recommended citation: Franza A, Zheng C, Marshall A M, et al. Investigation of soil–pile–structure interaction induced by vertical loads and tunnelling[J]. Computers and Geotechnics, 2021, 139: 104386. https://www.sciencedirect.com/science/article/pii/S0266352X21003803?via%3Dihub
Analysis of floating and end-bearing pile foundations affected by deep-excavations
Published in Computers and Geotechnics (Q1), 2022
This paper is about fixing template issue #693.
Recommended citation: Zheng C, Franza A, JIMENEZ R. Analysis of floating and end-bearing pile foundations affected by deep-excavations[J]. Computers and Geotechnics, 2023, 153: 105075. https://www.sciencedirect.com/science/article/pii/S0266352X22004128
Analytical prediction of ground movements due to circular shaft construction in clayey soils
Published in Canadian Geotechnical Journal (Q1), 2023
This paper is about fixing template issue #693.
Recommended citation: Zheng C, Franza A, JIMENEZ R. Analytical prediction of ground movements due to circular shaft construction in clayey soils[J]. Canadian Geotechnical Journal, 2023, 60(8): 1132-1139. https://cdnsciencepub.com/doi/10.1139/cgj-2022-0381
Analytical prediction for ground movements due to deep excavations in soils
Published in Tunnelling and Underground Space Technology(Q1), 2023
This paper is about fixing template issue #693.
Recommended citation: Zheng C, Franza A, JIMENEZ R. Analytical prediction for ground movements due to deep excavations in soils[J]. Tunnelling and Underground Space Technology, 2023, 141: 105316. https://www.sciencedirect.com/science/article/abs/pii/S088677982300336X
Analytical prediction for ground movements due to deep excavations in soils
Published in Tunnelling and Underground Space Technology(Q1), 2023
This paper is about fixing template issue #693.
Recommended citation: Zheng C, Franza A, JIMENEZ R. Analytical prediction for ground movements due to deep excavations in soils[J]. Tunnelling and Underground Space Technology, 2023, 141: 105316. https://www.sciencedirect.com/science/article/abs/pii/S088677982300336X
talks
Talk 1 on Relevant Topic in Your Field
Published:
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Conference Proceeding talk 3 on Relevant Topic in Your Field
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teaching
Teaching experience 1
Undergraduate course, University 1, Department, 2014
This is a description of a teaching experience. You can use markdown like any other post.
Teaching experience 2
Workshop, University 1, Department, 2015
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