Results 1 - 20 of 603 for All Library Resources
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- Peer-reviewed Journals (132)
| Result Number | Material Type | Add to My Shelf Action | Record Details and Options |
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| 1 |
Material Type: Article
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Impinging Performance of High-Pressure Water Jets Emitting from Different Nozzle Orifice ShapesGeofluids, 2020, Vol.2020, p.1-14 [Peer Reviewed Journal]Copyright © 2020 Fei Huang et al. ;COPYRIGHT 2020 Hindawi Limited ;Copyright © 2020 Fei Huang et al. This is an open access article distributed under the Creative Commons Attribution License (the “License”), which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited. Notwithstanding the ProQuest Terms and Conditions, you may use this content in accordance with the terms of the License. http://creativecommons.org/licenses/by/4.0 ;ISSN: 1468-8115 ;EISSN: 1468-8123 ;DOI: 10.1155/2020/8831544Full text available |
| 2 |
Material Type: Article
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Features and Constitutive Model of Gypsum’s Uniaxial Creep Damage considering AcidizationGeofluids, 2020-09, Vol.2020, p.1-16 [Peer Reviewed Journal]Copyright © 2020 Wei Chen et al. ;COPYRIGHT 2020 Hindawi Limited ;Copyright © 2020 Wei Chen et al. This is an open access article distributed under the Creative Commons Attribution License (the “License”), which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited. Notwithstanding the ProQuest Terms and Conditions, you may use this content in accordance with the terms of the License. https://creativecommons.org/licenses/by/4.0 ;ISSN: 1468-8115 ;EISSN: 1468-8123 ;DOI: 10.1155/2020/8874403Full text available |
| 3 |
Material Type: Article
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Study on the Damage Evolution Process and Fractal of Quartz-Filled Shale under Thermal-Mechanical CouplingGeofluids, 2021-01, Vol.2021, p.1-14 [Peer Reviewed Journal]Copyright © 2021 Zhonghu Wu et al. ;COPYRIGHT 2021 Hindawi Limited ;Copyright © 2021 Zhonghu Wu et al. This is an open access article distributed under the Creative Commons Attribution License (the “License”), which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited. Notwithstanding the ProQuest Terms and Conditions, you may use this content in accordance with the terms of the License. https://creativecommons.org/licenses/by/4.0 ;ISSN: 1468-8115 ;EISSN: 1468-8123 ;DOI: 10.1155/2021/8843120Full text available |
| 4 |
Material Type: Article
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Study on the Microscopic Fracture Process and Acoustic Emission of Shale Based on Digital ImageGeofluids, 2021-01, Vol.2021, p.1-14 [Peer Reviewed Journal]Copyright © 2021 Motian Tang et al. ;COPYRIGHT 2021 Hindawi Limited ;Copyright © 2021 Motian Tang et al. This is an open access article distributed under the Creative Commons Attribution License (the “License”), which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited. Notwithstanding the ProQuest Terms and Conditions, you may use this content in accordance with the terms of the License. https://creativecommons.org/licenses/by/4.0 ;ISSN: 1468-8115 ;EISSN: 1468-8123 ;DOI: 10.1155/2021/8874918Full text available |
| 5 |
Material Type: Article
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A Study of the Solid-Liquid-Gas Three-Phase Coupling Relationship of Coal, Water and GasGeofluids, 2020, Vol.2020, p.1-9 [Peer Reviewed Journal]Copyright © 2020 Anying Yuan et al. ;Copyright © 2020 Anying Yuan et al. This is an open access article distributed under the Creative Commons Attribution License (the “License”), which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited. Notwithstanding the ProQuest Terms and Conditions, you may use this content in accordance with the terms of the License. https://creativecommons.org/licenses/by/4.0 ;ISSN: 1468-8115 ;EISSN: 1468-8123 ;DOI: 10.1155/2020/8882114Full text available |
| 6 |
Material Type: Article
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Coupled Hydraulic-Thermal Modelling and Related Numerical Analysis on Rock FracturesGeofluids, 2020, Vol.2020, p.1-9 [Peer Reviewed Journal]Copyright © 2020 Yongjian Pan et al. ;Copyright © 2020 Yongjian Pan et al. This is an open access article distributed under the Creative Commons Attribution License (the “License”), which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited. Notwithstanding the ProQuest Terms and Conditions, you may use this content in accordance with the terms of the License. https://creativecommons.org/licenses/by/4.0 ;ISSN: 1468-8115 ;EISSN: 1468-8123 ;DOI: 10.1155/2020/8830862Full text available |
| 7 |
Material Type: Article
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Evaluation of Risk of Building Damage due to Deep Excavations via Numerical ModellingAdvances in Civil Engineering, 2021-07, Vol.2021, p.1-16Copyright © 2021 Xingxing Zhang and Zhifeng Zhan. ;COPYRIGHT 2021 Hindawi Limited ;Copyright © 2021 Xingxing Zhang and Zhifeng Zhan. This is an open access article distributed under the Creative Commons Attribution License (the “License”), which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited. Notwithstanding the ProQuest Terms and Conditions, you may use this content in accordance with the terms of the License. https://creativecommons.org/licenses/by/4.0 ;ISSN: 1687-8086 ;EISSN: 1687-8094 ;DOI: 10.1155/2021/6646094Full text available |
| 8 |
Material Type: Article
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The Numerical Simulation of Hard Rocks for Tunnelling Purposes at Great Depths: A Comparison between the Hybrid FDEM Method and Continuous TechniquesAdvances in Civil Engineering, 2018-01, Vol.2018, p.1-18Copyright © 2018 Nicholas Vlachopoulos and Ioannis Vazaios. ;COPYRIGHT 2018 Hindawi Limited ;Copyright © 2018 Nicholas Vlachopoulos and Ioannis Vazaios.; This is an open access article distributed under the Creative Commons Attribution License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited. ;ISSN: 1687-8086 ;EISSN: 1687-8094 ;DOI: 10.1155/2018/3868716Full text available |
| 9 |
Material Type: Article
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Mechanical Behavior and Energy Evolution of Sandstone considering Slenderness Ratio EffectAdvances in Civil Engineering, 2020-12, Vol.2020, p.1-13Copyright © 2020 Bibo Dai et al. ;COPYRIGHT 2020 Hindawi Limited ;Copyright © 2020 Bibo Dai et al. This is an open access article distributed under the Creative Commons Attribution License (the “License”), which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited. Notwithstanding the ProQuest Terms and Conditions, you may use this content in accordance with the terms of the License. https://creativecommons.org/licenses/by/4.0 ;ISSN: 1687-8086 ;EISSN: 1687-8094 ;DOI: 10.1155/2020/8881416Full text available |
| 10 |
Material Type: Article
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Analysis of Cusp Catastrophic Model for Vertical Stability of Drilling Shaft LiningAdvances in Civil Engineering, 2020-12, Vol.2020, p.1-13Copyright © 2020 Jimin Liu et al. ;COPYRIGHT 2020 Hindawi Limited ;Copyright © 2020 Jimin Liu et al. This is an open access article distributed under the Creative Commons Attribution License (the “License”), which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited. Notwithstanding the ProQuest Terms and Conditions, you may use this content in accordance with the terms of the License. https://creativecommons.org/licenses/by/4.0 ;ISSN: 1687-8086 ;EISSN: 1687-8094 ;DOI: 10.1155/2020/8891751Full text available |
| 11 |
Material Type: Article
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Multisource Ground Motion Attenuation Relationship Model for the Vertical Component of the Wenchuan Earthquake on May 12, 2008Advances in Civil Engineering, 2021, Vol.2021, p.1-12Copyright © 2021 Ping Liu et al. ;COPYRIGHT 2021 Hindawi Limited ;Copyright © 2021 Ping Liu et al. This is an open access article distributed under the Creative Commons Attribution License (the “License”), which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited. Notwithstanding the ProQuest Terms and Conditions, you may use this content in accordance with the terms of the License. https://creativecommons.org/licenses/by/4.0 ;ISSN: 1687-8086 ;EISSN: 1687-8094 ;DOI: 10.1155/2021/5583859Full text available |
| 12 |
Material Type: Article
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Experimental Research Based on the Optical Fiber Sensing Technology for a Jacked PHC Pipe Pile Penetration ProcessAdvances in Civil Engineering, 2020, Vol.2020, p.1-8Copyright © 2020 Songkui Sang et al. ;COPYRIGHT 2020 Hindawi Limited ;Copyright © 2020 Songkui Sang et al. This is an open access article distributed under the Creative Commons Attribution License (the “License”), which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited. Notwithstanding the ProQuest Terms and Conditions, you may use this content in accordance with the terms of the License. http://creativecommons.org/licenses/by/4.0 ;ISSN: 1687-8086 ;EISSN: 1687-8094 ;DOI: 10.1155/2020/8873308Full text available |
| 13 |
Material Type: Article
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A Study of the Laws of Abnormal Gas Emissions and the Stability Controls for Coal Mine Walls in Deeply Buried High-Gas Coal SeamsAdvances in civil engineering, 2020, Vol.2020, p.1-12Copyright © 2020 Anying Yuan et al. ;Copyright © 2020 Anying Yuan et al. This is an open access article distributed under the Creative Commons Attribution License (the “License”), which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited. Notwithstanding the ProQuest Terms and Conditions, you may use this content in accordance with the terms of the License. https://creativecommons.org/licenses/by/4.0 ;ISSN: 1687-8086 ;EISSN: 1687-8094 ;DOI: 10.1155/2020/8894854Full text available |
| 14 |
Material Type: Article
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Brittle Characteristic and Microstructure of Sandstone under Freezing-Thawing WeatheringAdvances in Civil Engineering, 2020-09, Vol.2020, p.1-12Copyright © 2020 Songtao Yu et al. ;COPYRIGHT 2020 Hindawi Limited ;Copyright © 2020 Songtao Yu et al. This is an open access article distributed under the Creative Commons Attribution License (the “License”), which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited. Notwithstanding the ProQuest Terms and Conditions, you may use this content in accordance with the terms of the License. https://creativecommons.org/licenses/by/4.0 ;ISSN: 1687-8086 ;EISSN: 1687-8094 ;DOI: 10.1155/2020/8893278Full text available |
| 15 |
Material Type: Article
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HKCV Rheological Constitutive Model of Mudstone under Dry and Saturated ConditionsAdvances in Civil Engineering, 2018-01, Vol.2018, p.1-10Copyright © 2018 Xingang Wang et al. ;COPYRIGHT 2018 Hindawi Limited ;Copyright © 2018 Xingang Wang et al.; This is an open access article distributed under the Creative Commons Attribution License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited. ;ISSN: 1687-8086 ;EISSN: 1687-8094 ;DOI: 10.1155/2018/2621658Full text available |
| 16 |
Material Type: Article
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An Automatic Recognition Method of Microseismic Signals Based on S Transformation and Improved Gaussian Mixture ModelAdvances in Civil Engineering, 2020, Vol.2020, p.1-24Copyright © 2020 Kaikai Wang et al. ;COPYRIGHT 2020 Hindawi Limited ;Copyright © 2020 Kaikai Wang et al. This is an open access article distributed under the Creative Commons Attribution License (the “License”), which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited. Notwithstanding the ProQuest Terms and Conditions, you may use this content in accordance with the terms of the License. http://creativecommons.org/licenses/by/4.0 ;ISSN: 1687-8086 ;EISSN: 1687-8094 ;DOI: 10.1155/2020/8825990Full text available |
| 17 |
Material Type: Article
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Failure Behaviour of Sandstone with a Preexisting Joint under Stepped ExcavationAdvances in civil engineering, 2020, Vol.2020, p.1-11Copyright © 2020 Yinzhu Liu et al. ;Copyright © 2020 Yinzhu Liu et al. This is an open access article distributed under the Creative Commons Attribution License (the “License”), which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited. Notwithstanding the ProQuest Terms and Conditions, you may use this content in accordance with the terms of the License. http://creativecommons.org/licenses/by/4.0 ;ISSN: 1687-8086 ;EISSN: 1687-8094 ;DOI: 10.1155/2020/8884736Full text available |
| 18 |
Material Type: Article
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Effect of Admixture on the Hydraulic Conductivity of Compacted Loess: A Case StudyAdvances in civil engineering, 2020, Vol.2020, p.1-12Copyright © 2020 Pan Liu et al. ;Copyright © 2020 Pan Liu et al. This is an open access article distributed under the Creative Commons Attribution License (the “License”), which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited. Notwithstanding the ProQuest Terms and Conditions, you may use this content in accordance with the terms of the License. https://creativecommons.org/licenses/by/4.0 ;ISSN: 1687-8086 ;EISSN: 1687-8094 ;DOI: 10.1155/2020/8810079Full text available |
| 19 |
Material Type: Article
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Sample Rocks Tests and Slope Stability Analysis of a Mine Waste DumpAdvances in Civil Engineering, 2018-01, Vol.2018, p.1-17Copyright © 2018 Ping Zou et al. ;COPYRIGHT 2019 Hindawi Limited ;Copyright © 2018 Ping Zou et al. This is an open access article distributed under the Creative Commons Attribution License (the “License”), which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited. Notwithstanding the ProQuest Terms and Conditions, you may use this content in accordance with the terms of the License. http://creativecommons.org/licenses/by/4.0 ;ISSN: 1687-8086 ;EISSN: 1687-8094 ;DOI: 10.1155/2018/6835709Full text available |
| 20 |
Material Type: Article
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Study on the Characteristics of Safety Distribution Changing with Buried Depth for Metro Station in Upper-Soft and Lower-Hard StratumAdvances in Civil Engineering, 2018-01, Vol.2018, p.1-14Copyright © 2018 Keguo Sun et al. ;COPYRIGHT 2018 Hindawi Limited ;Copyright © 2018 Keguo Sun et al. This is an open access article distributed under the Creative Commons Attribution License (the “License”), which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited. Notwithstanding the ProQuest Terms and Conditions, you may use this content in accordance with the terms of the License. http://creativecommons.org/licenses/by/4.0 ;ISSN: 1687-8086 ;EISSN: 1687-8094 ;DOI: 10.1155/2018/6047919Full text available |
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