Analytical prediction for ground movements due to deep excavations in soils
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.
CV
教育背景
Education
- 博士毕业于交通与港口学院，马德里理工大学，2022
Ph.D in Caminos, UPM, SPAIN, 2022 - 硕士毕业于矿业工程学院，太原理工大学，2017
M.S. in College of Mining Engineering, Taiyuan University of Technology, 2014 - 本科毕业于矿业工程学院，太原理工大学，2014
B.S. in College of Mining Engineering, Taiyuan University of Technology, 2014
工作经历
Work experience
- 2022年8月-今：中国建筑第六工程局有限公司，工程技术研究院，工程师
August 2024-Now: TC-CCSED, Engineer- 地下工程技术研发
- 重大工程项目支持
工作技能
Skills
- MATLAB
- 数值模拟软件
- Plaxis 2D
- Phase2 Roc
- Midas gts
- 理正深基坑
Publications
Analytical prediction for ground movements due to deep excavations in soils
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.
Analytical prediction of ground movements due to circular shaft construction in clayey soils
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.
Analysis of floating and end-bearing pile foundations affected by deep-excavations
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.
Investigation of soil–pile–structure interaction induced by vertical loads and tunnelling
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.
Coupled elastoplastic analysis of the soil-pile foundation interaction induced by deep excavations
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.
A Prediction Method Based on Elasticity and Soil-Structure Interaction for Deep-Excavation Induced Deformations of Pile Foundations
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.
Numerical investigation of the mechanical properties of coal masses with T-junctions cleat networks under uniaxial compression
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.
深埋硬岩隧道开挖破坏区数值模拟方法探讨
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.
块体形状对岩石黏结颗粒模型力学特性的影响
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.
裂隙岩体中隧道变形破坏的节理有限元模拟计算
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.
Talks
Conference Proceeding talk 3 on Relevant Topic in Your Field
Conference proceedings talk at Testing Institute of America 2014 Annual Conference, Los Angeles, CA
Talk 2 on Relevant Topic in Your Field
Talk at London School of Testing, London, UK
Tutorial 1 on Relevant Topic in Your Field
Tutorial at UC-Berkeley Institute for Testing Science, Berkeley CA, USA
Talk 1 on Relevant Topic in Your Field
Talk at UC San Francisco, Department of Testing, San Francisco, California
Teaching
Service and leadership
- Currently signed in to 43 different slack teams