Výsledky vyhledávání - "Zongrui CHEN"

Akademický článek

Screening of Fusarium oxysporum for Ethanol Production by Simultaneous Saccharification and Fermentation of Bagasse and Its Ethanol Production Performance

Autor: Jiajia ZHAN, Quan ZHOU, Xingyao XIONG, Zhixu ZHANG, Yaping HU, Bi LI, Zongrui CHEN, Yihang GONG, Runan HE, Dan QIN, Lu ZENG

Publikováno v: Shipin gongye ke-ji, Vol 44, Iss 19, Pp 108-116 (2023)

In order to obtain an excellent Fusarium oxysporum strain for simultaneous saccharification and fermentation (SSF), the cellulase activity of the 14 strains of Fusarium oxysporum was determined, and Congo red plate staining and paper disintegrating t

Externí odkaz: https://doaj.org/article/a50cc6a6e81a491194c9a23f8ea48ad0

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The Application of Polycaprolactone Scaffolds with Poly(ε-caprolactone)-Poly(ethylene glycol)-Poly(ε-caprolactone) Loaded on Kidney Cell Culture

Autor: Junyu Sun, Xinxin Liu, Zongrui Chen, Lin Jiang, Mingwei Yuan, Minglong Yuan

Publikováno v: Materials; Volume 15; Issue 4; Pages: 1591

Human embryonic kidney cells are the host of adenovirus type-5 (Ad5) amplification. An Ad5-vector-based COVID-19 vaccine has been proven to be tolerated and immunogenic in healthy adults. Therefore, a rationally designed scaffold for culturing human

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::c0b0a3d39ab626af25a2d3bd30688e69
https://pubmed.ncbi.nlm.nih.gov/35208131

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A 3D RITSS approach for total stress and coupled-flow large deformation problems using ABAQUS

Autor: Lee Fook Hou, Zongrui Chen, Hai Gu, Umashankaran Satchithananthan, Shah Neyamat Ullah

Publikováno v: Computers and Geotechnics. 99:203-215

A large deformation finite element (LDFE) method is implemented in a commercially available finite element software in three dimensions using a re-meshing and interpolation technique. The method allows fully coupled pore fluid effective stress analys

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::f4eb44dd14c52c2de649f1cfbff5e0e0
https://doi.org/10.1016/j.compgeo.2018.01.018

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Verification of Shore Pull Anchor Pile Designed Using Simplified Method

Autor: Zongrui Chen, Zhiwei Huang, Eng Bin Ng, Joshua Tan

Publikováno v: Day 4 Thu, November 15, 2018.

Shore pull anchor piles, which have been proven to be effective during pipeline installation, are designed using simplified method and basic structural analysis software in accordance with API RP-2GEO. This method simplifies the interaction between s

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::d0d8592cedd5ef6711bde36e4a580036
https://doi.org/10.2118/193148-ms

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Centrifuge Modeling of Axial Pipe-Soil Interaction of Deep-Water Pipelines

Autor: Fook Hou Lee, Zongrui Chen, Umashankaran Satchithananthan, Shah Neyamat Ullah, Hai Gu

Publikováno v: Geotechnical Testing Journal. 43:20180229

This article describes equipment primarily developed for modeling axial pipe-soil interaction of offshore pipelines in a beam centrifuge. The equipment can displace the pipe axially and simulate vertical forces or oscillations acting on the pipe whil

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::4e095a458b6540fa46356a3eb80f53e8
https://doi.org/10.1520/gtj20180229

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Influence of overburden pressure and soil rigidity on uplift behavior of square plate anchor in uniform clay

Autor: K.K. Tho, Yean Khow Chow, Chun Fai Leung, Zongrui Chen

Publikováno v: Computers and Geotechnics. 52:71-81

A numerical study incorporating three-dimensional Eulerian large deformation finite element analyses is performed to investigate the pullout process of horizontal square plate anchors in both hypothetical weightless soil and soil with self-weight. Th

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::cdc5a7065276f61cce6fa2ca412a41fc
https://doi.org/10.1016/j.compgeo.2013.04.002

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Inclined Pull-Out Capacity of Dynamically Installed Anchors in Clay

Autor: Jie Sun, Hai Gu, Zongrui Chen

Publikováno v: Day 3 Thu, March 24, 2016.

Dynamically Installed Anchors (DIAs) refer to anchors which can embed themselves by free-fall from a specified height above the seabed. They have been widely regarded as the most promising deepwater anchor concept in terms of several advantages over

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::21e572442ffff2179ed8abf143bc8df1
https://doi.org/10.4043/26453-ms

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