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The Impact of Fiber Reinforcement on Fresh and Physical Properties with Durability of Recycled Coarse Aggregate Concrete: A Review 纤维增强对再生粗骨料混凝土新鲜性能和物理性能及耐久性的影响
Q4 Engineering Pub Date : 2023-01-01 DOI: 10.25103/jestr.164.11
Pawan Kumar Tiwari, Vinay Kumar Singh
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引用次数: 0
Rainfall Prediction using Machine Learning Techniques for Sabarmati River Basin, Gujarat, India 利用机器学习技术预测印度古吉拉特邦萨巴尔马蒂河流域的降雨
Q4 Engineering Pub Date : 2023-01-01 DOI: 10.25103/jestr.161.13
Anant Patel, Neha Keriwala, Nisargkumar Soni, Unnati Goel, Ruchita Bhoj, Yakshi Adhyaru, S. Yadav
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引用次数: 3
Mechanism of Polycrystalline Diamond Compact and Diamond Impregnated Cutter Hybrid Bit Composite Rock Breaking 聚晶金刚石压片与金刚石浸渍刀具混合钻头复合破岩机理
Q4 Engineering Pub Date : 2023-01-01 DOI: 10.25103/jestr.162.23
Jinping Yu, Guodong Ji, Qiang Wu, Qing Wang, Huaigang Hu
Rock breaking efficiency of drill bits is an important index for measuring the drilling efficiency in the oil and gas drilling field, and it is influenced by many factors, such as structure and material. This study developed a calculation model and an experimental model of rock breaking of polycrystalline diamond compact (PDC) and diamond impregnated cutter (DIC) hybrid bit to reveal the influence of bit structure and material on tangential force, axial force and wear height. On the basis of the calculation model of the co-rail arrangement of the PDC – DIC hybrid bit and the rock breaking mode, a rock breaking mechanical parameter prediction model and a rock breaking performance test model were established. Rock stress calculation method, rock failure criterion, and mechanical specific energy (MSE) calculation method were used to analyze the rock stress and the relationship between MSE and tangential force, axial force, and wear height during combined rock breaking. The accuracy of the model was verified by experiments. Results show that the specific work of rock breaking of the PDC-DIC hybrid bit is less than that of PDC, and a reverse nonlinear relationship exists between specific work of rock breaking and wear height. The energy required for hybrid bit to break rock is less than that of PDC bit. A positive nonlinear relationship exists between the energy of PDC-DIC hybrid bit and the wear height, whereas the cutting depth and the wear height show a negative nonlinear relationship. The stress distribution of PDC rock breaking is uniform, and the maximum equivalent stress is up to 104 MPa. The stress distribution of rock breaking of the hybrid PDC-DIC is extremely nonuniform, and stress concentration occurs with a minimum equivalent stress of 84 MPa and a maximum stress of 161 MPa, which is beneficial to rock breaking. Rock breaking of PDC-DIC hybrid bit can promote the generation and development of rock cracks, thereby reducing the crushing strength of the rock. The study provides a design method and theoretical basis for designing a new type of PDC-DIC hybrid bit, with certain reference for exploring the rock breaking mechanism of various bits
在油气钻井领域,钻头破岩效率是衡量钻井效率的重要指标,受结构、材料等诸多因素的影响。为了揭示钻头结构和材料对切向力、轴向力和磨损高度的影响,建立了聚晶金刚石压片(PDC)和金刚石浸渍切削齿(DIC)混合钻头的破岩计算模型和实验模型。在PDC - DIC混合钻头共轨布置计算模型和破岩方式的基础上,建立了破岩力学参数预测模型和破岩性能试验模型。采用岩石应力计算方法、岩石破坏准则和机械比能(MSE)计算方法,分析岩石复合破碎过程中岩石应力及MSE与切向力、轴向力、磨损高度的关系。通过实验验证了模型的准确性。结果表明:PDC- dic混合钻头的破岩比功小于PDC钻头,破岩比功与磨损高度之间存在反向的非线性关系;混合钻头破岩所需能量小于PDC钻头。PDC-DIC混合钻头能量与磨损高度呈正非线性关系,切削深度与磨损高度呈负非线性关系。PDC破岩应力分布均匀,最大等效应力可达104 MPa。混合PDC-DIC的破岩应力分布极不均匀,出现应力集中,最小等效应力为84 MPa,最大等效应力为161 MPa,有利于破岩。PDC-DIC混合钻头破岩可促进岩石裂纹的产生和发展,从而降低岩石的抗压强度。该研究为设计一种新型PDC-DIC混合式钻头提供了设计方法和理论依据,对探索各种钻头的破岩机理具有一定的参考意义
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引用次数: 0
Performance Analysis of a Two-Stage Converter for Solar PV Systems 太阳能光伏系统两级变流器性能分析
Q4 Engineering Pub Date : 2023-01-01 DOI: 10.25103/jestr.163.07
Y. R. Tagore, K. Rajani, Alla Ramakoteswara Rao
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引用次数: 0
Block Chain Based Secure with Improvised Bloom Filter over a Decentralized Access Control Network on a Cloud Platform 基于区块链的临时布隆过滤器在云平台上分散访问控制网络上的安全性
Q4 Engineering Pub Date : 2023-01-01 DOI: 10.25103/jestr.162.16
Ravikumar Ch, Isha Batra, Arun Malik
The control of access to data is perhaps the primary factor in enhancing secure data within this cloud-based storage system. But, traditional data sharing, along with access control techniques, have been a significant problem in the field of research that includes leakage of privacy information and key misuse. Transferring Electronic Records (ER) on the cloud has allowed data sharing among various health applications. Therefore, two major contributions are created in this study to provide effective access control and private data sharing as well as retrieval within the cloud based on blockchain. In the initial contribution is blockchain-based access control and sharing method effectively resolves the single point of failure within the cloud infrastructure. The Data User (DU) generates an application for registration based on the ID and password and is then forwarded to the Data Owner (DO). The DO data is incorporated into a transactional Blockchain based by encrypted master keys. The DO secures data while the encrypted file is uploaded into the Interplanetary File System (IPFS). In the second piece of work blockchain structure was created to facilitate information sharing as well as retrieval within cloud platforms.
对数据访问的控制可能是增强这种基于云的存储系统中数据安全性的主要因素。但是,传统的数据共享以及访问控制技术一直是研究领域的一个重大问题,包括隐私信息泄露和密钥滥用。在云上传输电子记录(ER)允许在各种健康应用程序之间共享数据。因此,本研究创建了两个主要贡献,即基于区块链提供有效的访问控制和私有数据共享以及云内检索。在最初的贡献是基于区块链的访问控制和共享方法有效地解决了云基础设施内的单点故障。数据用户(DU)根据ID和密码生成注册申请,然后转发给数据所有者(DO)。DO数据通过加密的主密钥合并到事务性区块链中。DO在加密文件上传到星际文件系统(IPFS)时保护数据。在第二项工作中,创建区块链结构以促进云平台内的信息共享和检索。
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引用次数: 0
Constitutive Model of Water Immersion Damage to Cement Stabilized Macadam under Water Weak Effect and Uniaxial Compression 水弱效应和单轴压缩作用下水泥稳定碎石体的水浸损伤本构模型
Q4 Engineering Pub Date : 2023-01-01 DOI: 10.25103/jestr.162.08
B. Gong, Zhan-Mou Yan, Chunliu Li
To reveal the damage mechanism of cement-stabilized macadam, the mechanical properties of cement-stabilized aggregates immersed in water for different times were examined by uniaxial compression tests, and the evolution of damage factors of cement-stabilized aggregates specimens was investigated. On the basis of theory of Weibull distribution, the material constitutive relationship suitable for the destruction of cement-stabilized macadam materials immersed in water was proposed. Results show that the strength/elastic modulus of cement-stabilized macadam decreases with the increase in immersion time in water, indicating that water has a weakening effect on cement-stabilized macadam. Linear/nonlinear phases appear in the stress-strain curve. The influence of shape parameters on nonpore compression stage is greater than that on pore compression stage. The damage variable remains constant in the early stage. The stress-strain curve of the damage model is in good agreement with that of the test data. The conclusions obtained in this study provide a significant reference for cement-stabilized macadam engineering.
为揭示水泥稳定碎石的损伤机理,采用单轴压缩试验研究了水泥稳定碎石浸水不同时间的力学性能,并研究了水泥稳定碎石试件损伤因子的演化规律。基于威布尔分布理论,提出了适用于水浸水泥稳定碎石材料破坏的材料本构关系。结果表明:水泥稳定碎石体的强度/弹性模量随水中浸泡时间的增加而减小,表明水对水泥稳定碎石体的作用减弱;应力-应变曲线呈现线性/非线性相。形状参数对非孔隙压缩阶段的影响大于对孔隙压缩阶段的影响。损伤变量在早期阶段保持不变。损伤模型的应力应变曲线与试验数据吻合较好。所得结论对水泥稳定碎石工程具有重要的参考意义。
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引用次数: 0
A Novel Control Technology of Hydrogen Sulfide in Fully Mechanized Excavation Face 综采工作面硫化氢控制新技术
Q4 Engineering Pub Date : 2023-01-01 DOI: 10.25103/jestr.165.05
Yuan Wei, Lang Zhang, Yun Qi, Wei Wang
Hydrogen sulfide emission affects the safety of mine production during mining of a fully mechanized excavation face. To solve this problem, on the basis of site measurement analysis of the hydrogen sulfide distribution law of the fully mechanized excavation face, a new technology is proposed with a wind curtain ventilator to seal the fully excavated section and establish a hydrogen sulfide control flow field. This technology can be used to prevent the overflow of hydrogen sulfide and elucidate closed flow theory of the wind curtain ventilator. Based on fluid mechanics theory, the potential superposition principle
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引用次数: 0
Higher Order Shear Deformation Theory for Functionally Graded Porous Beam - Numerical Free Vibrational Analysis 功能梯度多孔梁的高阶剪切变形理论-数值自由振动分析
Q4 Engineering Pub Date : 2023-01-01 DOI: 10.25103/jestr.165.08
N. K. Geetha, G. Reddy, P. Bridjesh
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引用次数: 0
Prevention and Control Analysis of Rockburst Using Drilling Pressure Relief in Surrounding Rock Mass of Deep Tunnel 深埋隧道围岩钻压卸压防治岩爆分析
Q4 Engineering Pub Date : 2023-01-01 DOI: 10.25103/jestr.164.13
Zihui Zhu, Qirui Wang, Jiaqi Guo, Yongsheng He, Feiyue Sun
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引用次数: 0
Evaluation of Silane Coupling Agent Treatment on Sansevieria Cylindrica Fiber as Reinforcement in Epoxy Composite 硅烷偶联剂处理白茅纤维增强环氧复合材料的效果评价
Q4 Engineering Pub Date : 2023-01-01 DOI: 10.25103/jestr.164.06
Chrisrulita Sekaradi Wiguna, Heru Suryanto, None Aminnudin, Much Rafi Fahlevi, Jibril Maulana, Uun Yanuhar
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引用次数: 0
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