郑晨 (ZHENG CHEN)

郑晨 (ZHENG CHEN)

博士，岩土工程师 (PhD, geotechnical engineer)

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Pages

Posts

Future Blog Post

less than 1 minute read

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Blog Post number 4

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This is a sample blog post. Lorem ipsum I can’t remember the rest of lorem ipsum and don’t have an internet connection right now. Testing testing testing this blog post. Blog posts are cool.

Blog Post number 3

less than 1 minute read

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Blog Post number 2

less than 1 minute read

Published:

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Blog Post number 1

less than 1 minute read

Published:

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portfolio

publications

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.

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

talks

teaching

Teaching experience 1

Undergraduate course, University 1, Department, 2014

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Teaching experience 2

Workshop, University 1, Department, 2015

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