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• OAI收割 [91]

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• 期刊论文 [90]
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• 2026 [1]
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浏览/检索结果: 共91条，第1-10条 帮助 条数/页： 5101520253035404550556065707580859095100 排序方式： 请选择作者升序作者降序发表日期升序发表日期降序题名升序题名降序提交时间升序提交时间降序 Bacterial multidimensional analyses lay out the setup of filling ratio in a split-mixotrophic denitrification system treating nitrate-dominated aquaculture wastewater 期刊论文  OAI收割 PROCESS SAFETY AND ENVIRONMENTAL PROTECTION, 2026, 卷号: 210, 页码: 108654 作者:  Guo, Xihui;  Mao, Yujie;  Kong, Lingwei;  Guo, Guanghui;  Zhang, Shiyang   |  收藏  |  浏览/下载：0/0  |  提交时间：2026/04/16 Fill volume ratio  molecular ecological network  modularity analysis  key species  intrinsic metabolic pathways   Fibrin induces infiltration of macrophages and neutrophils via integrin αMβ2 and triggers aortic dissection 期刊论文  OAI收割 BRITISH JOURNAL OF PHARMACOLOGY, 2025, 页码: 17 作者:  Li, Jie;  Zhang, Jixiu;  Zou, Lingwei;  Cao, Meifang;  Zhu, Zhonghui   |  收藏  |  浏览/下载：27/0  |  提交时间：2025/05/27 aortic dissection  fibrin  integrin alphaMbeta2  macrophages  neutrophils   Silicate-based mineral materials promote submerged plant growth: Insights from plant physiology and microbiomes 期刊论文  OAI收割 SCIENCE OF THE TOTAL ENVIRONMENT, 2024, 卷号: 952, 页码: 11 作者:  Liu, Changzi;  Liu, Yunli;  Bai, Guoliang;  Li, Qi;  Zhou, Qiaohong   |  收藏  |  浏览/下载：30/0  |  提交时间：2025/06/27 Mineral materials  Phytoremediation  Sediment  Plant physiological ecology  Microbial community   Determination of damage evolution characteristics in granite residual soil shear bands by micro-CT-based advanced digital volume correlation 期刊论文  OAI收割 ENGINEERING GEOLOGY, 2024, 卷号: 333, 页码: 17 作者:  Li, Chengsheng;  Kong, Lingwei;  Zhang, Bingxin;  Liu, Zhijun;  Shu, Rongjun   |  收藏  |  浏览/下载：13/0  |  提交时间：2025/06/27 Damage  Crack  Shear band  Digital volume correlation  Micro-CT   Side-Chain Engineering of Non-Fullerene Acceptors with Trialkylsilyloxy Groups for Enhanced Photovoltaic Performance 期刊论文  OAI收割 CHINESE JOURNAL OF CHEMISTRY, 2024, 卷号: 42, 期号: 18, 页码: 2153-2160 作者:     |  收藏  |  浏览/下载：0/0  |  提交时间：2026/03/18 Effect of soaking time of dithionite-citrate-bicarbonate solution on strength and deformation characteristics of lateritic soil 期刊论文  OAI收割 JOURNAL OF ROCK MECHANICS AND GEOTECHNICAL ENGINEERING, 2023, 卷号: 15, 期号: 11, 页码: 3039-3049 作者:  Bai, Wei;  Zhang, Wenbo;  Kong, Lingwei;  Fan, Henghui;  Guo, Aiguo   |  收藏  |  浏览/下载：18/0  |  提交时间：2025/06/27 Lateritic soil  Menard pressuremeter test (PMT)  Free-iron-oxides  Dithionite-citrate-bicarbonate (DCB)  Effective cementation of iron   Inherent and stress-induced stiffness anisotropy of natural granite residual soil 期刊论文  OAI收割 ACTA GEOTECHNICA, 2023, 页码: 19 作者:  Liu, Xinyu;  Zhang, Xianwei;  Kong, Lingwei;  Wang, Gang;  Yin, Song   |  收藏  |  浏览/下载：14/0  |  提交时间：2025/06/27 Anisotropy quantification  Cementation  Granite residual soil  Inherent anisotropy  Stiffness  Stress-induced anisotropy   Multiscale structural characterizations of anisotropic natural granite residual soil 期刊论文  OAI收割 CANADIAN GEOTECHNICAL JOURNAL, 2023, 页码: 18 作者:  Liu, Xinyu;  Zhang, Xianwei;  Kong, Lingwei;  Wang, Gang;  Li, Chengsheng   |  收藏  |  浏览/下载：12/0  |  提交时间：2025/06/27 granite residual soil  strength anisotropy  microstructure  fissure  cementation  particle orientation   Influence of Intermediate Principal Stress on Shear Strength of Natural Granite Residual Soil 期刊论文  OAI收割 JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 2023, 卷号: 149, 期号: 5 作者:  Liu, Xinyu;  Zhang, Xianwei;  Kong, Lingwei;  Chen, Cheng;  Yin, Song   |  收藏  |  浏览/下载：53/0  |  提交时间：2023/08/02 Granite residual soil  Intermediate principal stress factor  Strength anisotropy  Hollow-cylinder torsional shear  Undrained shear strength  Mobilized frictional angle   Experimental investigation of noncoaxial behavior of natural granite residual soil 期刊论文  OAI收割 ACTA GEOTECHNICA, 2023, 卷号: 18, 期号: 3, 页码: 1289 作者:  Liu, Xinyu;  Zhang, Xianwei;  Kong, Lingwei;  Zhang, Shixing;  Wang, Gang   |  收藏  |  浏览/下载：37/0  |  提交时间：2023/08/02 Cementation  Granite residual soil  Hollow-cylinder torsional shear test  Inherent anisotropy  Noncoaxial behavior  Shear strength