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Effect of surcharge width on evolution of soil arching for active and passive trapdoor 附加荷载宽度对主动和被动活板门土壤起拱演变的影响
IF 2.1 4区 工程技术 Q2 ENGINEERING, CIVIL Pub Date : 2024-02-18 DOI: 10.1080/19648189.2024.2317405
Rui-Xiao Zhang, Dong Su, Hao Xiong, Xing-Tao Lin
Soil arching is inevitably affected by external loading; however, the influence of surcharge width has been not fully understood. In this study, the arching effect under six surcharge widths and th...
土壤起拱不可避免地会受到外部荷载的影响,然而,人们对附加荷载宽度的影响尚未完全了解。在这项研究中,六种附加荷载宽度下的土拱效应以及附加荷载宽度对土拱效应的影响都得到了验证。
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引用次数: 0
On the effect of flow regime and slope of the channel bed on the hydraulic performance of the sharp-crested rectangular side weir: a numerical simulation 水流状态和河床坡度对尖顶矩形边堰水力性能的影响:数值模拟
IF 2.1 4区 工程技术 Q2 ENGINEERING, CIVIL Pub Date : 2024-02-13 DOI: 10.1080/19648189.2024.2314112
Farhoud Kalateh, Ehsan Aminvash, John Abraham
The aim of this study is to numerically investigate the effect of bed slope on the hydraulic performance of side weirs in supercritical and subcritical flow regimes. Increasing the bed slope decrea...
本研究旨在对超临界和亚临界水流状态下床坡对边堰水力性能的影响进行数值研究。增加河床坡度会降低侧堰的...
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引用次数: 0
Three-dimensional nonlinear finite element analysis of corroded reinforced concrete beams strengthened by CFRP sheets 用 CFRP 片材加固的腐蚀钢筋混凝土梁的三维非线性有限元分析
IF 2.1 4区 工程技术 Q2 ENGINEERING, CIVIL Pub Date : 2024-02-11 DOI: 10.1080/19648189.2024.2312470
Trung Kien Nguyen, Ngoc Tan Nguyen, Hoai Anh Tran, Hoang Giang Nguyen, Phuong Tran
This paper investigates how the corrosion process contributes to the reduction of the cross-section, ultimate tensile strength, and ductility of corroded steel reinforcing bars, as well as the bond...
本文研究了锈蚀过程如何导致锈蚀钢筋的横截面、极限抗拉强度和延展性以及粘结力的降低。
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引用次数: 0
Swelling-shrinkage properties of compacted Karal soils from North and Far North Cameroon: a physicochemical and geotechnical approach 喀麦隆北部和极北部压实卡拉尔土壤的膨胀收缩特性:一种物理化学和岩土工程方法
IF 2.1 4区 工程技术 Q2 ENGINEERING, CIVIL Pub Date : 2024-02-10 DOI: 10.1080/19648189.2024.2314114
Lemankreo Bakaiyang, Myriam Duc, Yasmina Boussafir, Fabien Szymkiewicz, Jérémie Madjadoumbaye
Karal soils mainly composed of swelling clays are considered as one of the main causes of degradation in civil engineering structures in Cameroon. Thus, a better knowledge on Karal-type soil behavi...
主要由膨胀粘土组成的卡拉尔土壤被认为是喀麦隆土木工程结构退化的主要原因之一。因此,更好地了解卡拉尔型土壤的行为...
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引用次数: 0
A method to evaluate the capillary stress tensor at failure in unsaturated soils 评估非饱和土壤破坏时毛细管应力张量的方法
IF 2.1 4区 工程技术 Q2 ENGINEERING, CIVIL Pub Date : 2024-02-08 DOI: 10.1080/19648189.2024.2314099
Florent Prunier, Denis Branque, Jérôme Duriez, Félix Darve
This paper aims to provide a better understanding of the mechanisms that make it difficult to interpret the behavior of unsaturated soils using an effective stress principle. The main difficulty is...
本文旨在让人们更好地理解难以用有效应力原理解释非饱和土壤行为的机理。主要困难在于...
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引用次数: 0
Effect of replacing natural sand by quarry waste sand in recycled aggregate concrete 在再生骨料混凝土中用采石场废砂替代天然砂的效果
IF 2.1 4区 工程技术 Q2 ENGINEERING, CIVIL Pub Date : 2024-02-07 DOI: 10.1080/19648189.2024.2314102
Saiah Tahir, Adjoudj Mhamed, Ait Mohamed Amer Adem, Ezziane Karim
This paper investigates the effect of quarry waste sand (QWS) on the physical and mechanical properties of recycled aggregates concrete (RAC). Two sets of concretes were made one with natural sand ...
本文研究了采石场废砂(QWS)对再生骨料混凝土(RAC)物理和机械性能的影响。两组混凝土中一组使用天然砂,另一组使用石矿废砂。
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引用次数: 0
Use of polyvinyl alcohol and polyethylene glycol as self-curing agents for concrete pavement 使用聚乙烯醇和聚乙二醇作为混凝土路面的自固化剂
IF 2.1 4区 工程技术 Q2 ENGINEERING, CIVIL Pub Date : 2024-02-07 DOI: 10.1080/19648189.2024.2312476
N. Dharani, M. R. Nivitha
Concrete pavements require substantial amount of water for curing process which is a challenge considering its large surface area and to mitigate this challenge, use of internal curing agents is co...
混凝土路面在养护过程中需要大量的水,考虑到其表面积较大,这是一项挑战。
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引用次数: 0
Study on waterproof and drainage technology of mountain tunnel in high-pressure and water-rich region 高压富水地区山岭隧道防水排水技术研究
IF 2.1 4区 工程技术 Q2 ENGINEERING, CIVIL Pub Date : 2023-12-28 DOI: 10.1080/19648189.2023.2299000
Xingwen Luo, Jingbo Zhang, Zheng Lu, Hailin Yao
High-pressure groundwater brings great challenges to the construction of mountain tunnels. Hence, controlling and discharging groundwater are two key problems that must be addressed before construc...
高压地下水给山区隧道施工带来了巨大挑战。因此,地下水的控制和排放是施工前必须解决的两个关键问题。
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引用次数: 0
Investigation of torsion in confined masonry structures originating due to unsymmetric openings 非对称开口引起的受限砌体结构扭转研究
IF 2.1 4区 工程技术 Q2 ENGINEERING, CIVIL Pub Date : 2023-12-26 DOI: 10.1080/19648189.2023.2293817
Ubaid Ahmad Mughal, Asad Ullah Qazi, Ali Ahmed, Muhammad Mubashir Ajmal, Muhammad Danish
A detailed comparative study was carried out to investigate the impact of unsymmetric openings on the torsional resistance of confined masonry rooms constructed in highly seismic-prone regions. To ...
我们进行了一项详细的比较研究,以探讨非对称开口对在地震高发区建造的封闭式砌体房间抗扭性能的影响。为了 ...
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引用次数: 0
Three-dimensional discretization-based kinematic analyses of prestressed anchor cables reinforced rotational slopes subjected to earthquakes 基于三维离散化的地震作用下预应力锚索加固旋转斜坡运动学分析
IF 2.1 4区 工程技术 Q2 ENGINEERING, CIVIL Pub Date : 2023-12-25 DOI: 10.1080/19648189.2023.2283771
Jin-Feng Zou, Chen-Chen Wang, Ze-Hang Qian
Prestressed anchor cables are commonly utilized to reinforce slopes in earthquake-prone zones. The existing upper bound limit analyses of seismic slopes reinforced with prestressed anchor cables ha...
预应力锚索通常用于加固地震多发区的斜坡。现有的用预应力锚索加固的抗震斜坡的上限极限分析...
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引用次数: 0
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European Journal of Environmental and Civil Engineering
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