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Comparison between the measured and the numerically predicted behaviour of an instrumented piled raft 测量和数值预测的仪器桩筏行为比较
IF 2.1 4区 工程技术 Q2 ENGINEERING, CIVIL Pub Date : 2024-06-22 DOI: 10.1080/19648189.2024.2364255
Heitor Cardoso Bernardes, Renato Pinto da Cunha, Aleones José da Cruz Junior, Maurício Martines Sales, Juan Félix Rodríguez Rebolledo
This paper presents the results of numerical predictions for an instrumented piled raft foundation of a tall building in tropical soil. The analysis was performed using 3D finite element analysis a...
本文介绍了热带土壤中一栋高层建筑的仪器桩筏基础的数值预测结果。分析采用了三维有限元分析技术,该技术可对地基进行...
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引用次数: 0
Role of ice formation mechanisms occurring inside stylolite on limestone tilestone frost susceptibility 水云母内部成冰机制对石灰岩土质霜冻易感性的影响
IF 2.1 4区 工程技术 Q2 ENGINEERING, CIVIL Pub Date : 2024-06-20 DOI: 10.1080/19648189.2024.2368144
Yannick Igor Fogue Djombou, Philippe Devillers, Stéphane Corn, Eric Garcia-Diaz
Freeze temperature and ice quantity formed inside porous media has been investigated on limestone tilestone samples by Differential Scanning Calorimetry (DSC) measurements. The aim was to determine...
通过差示扫描量热法(DSC)测量,研究了多孔介质中石灰石样品的冻结温度和结冰量。目的是确定...
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引用次数: 0
Resting time effects on flow properties of cementitious materials: a study on self-compacting concrete equivalent mortar made with recycled aggregates 静置时间对胶凝材料流动性能的影响:对使用再生骨料制成的自密实混凝土等效砂浆的研究
IF 2.1 4区 工程技术 Q2 ENGINEERING, CIVIL Pub Date : 2024-06-19 DOI: 10.1080/19648189.2024.2363453
Hanane Amara, Nourredine Arabi
The concrete equivalent mortar (CEM) method, mainly used in the laboratory, offers a course that facilitates and accelerates experimental test programs with relatively small amounts of materials. T...
混凝土等效砂浆 (CEM) 方法主要用于实验室,它提供了一种使用相对少量材料促进和加速实验测试程序的方法。T...
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引用次数: 0
Performance of different fibre types in alkaline-activated concrete produced with industrial wastes: volcanic rock powder and blast furnace slag 用火山岩粉和高炉矿渣等工业废料生产的碱性活性混凝土中不同纤维类型的性能
IF 2.1 4区 工程技术 Q2 ENGINEERING, CIVIL Pub Date : 2024-05-24 DOI: 10.1080/19648189.2024.2357682
Yavuz Selim Aksüt, Gökhan Külekçi, Mustafa Çullu, Şükrü Yetgin
The objective of the study is to determine the effects of different fibre types and ratios on the mechanical and physical properties of alkali-activated concrete (AAC) and to optimise important pro...
这项研究的目的是确定不同纤维类型和比例对碱活性混凝土(AAC)机械和物理性能的影响,并优化其重要性能。
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引用次数: 0
Study on mechanical properties and microcosmic morphology of polypropylene fiber reinforced recycled concrete after freeze–thaw cycles 冻融循环后聚丙烯纤维增强再生混凝土的力学性能和微观形态研究
IF 2.1 4区 工程技术 Q2 ENGINEERING, CIVIL Pub Date : 2024-04-29 DOI: 10.1080/19648189.2024.2344675
Zhen-Jun He, Lu Zhang, Chuan Cheng, Ying Chen, Ying-Xi Jin
Compressive tests, tensile tests, and scanning electron microscopy (SEM) tests were performed on polypropylene fiber recycled concrete (PFRC) after freeze–thaw cycles. The effects of the replacemen...
对冻融循环后的聚丙烯纤维再生混凝土(PFRC)进行了抗压试验、拉伸试验和扫描电子显微镜(SEM)试验。
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引用次数: 0
Investigation of the dense granular soil behaviour inside and outside the shear band: a three-dimensional DEM-FDM study 剪切带内外致密粒状土行为调查:三维 DEM-FDM 研究
IF 2.1 4区 工程技术 Q2 ENGINEERING, CIVIL Pub Date : 2024-04-26 DOI: 10.1080/19648189.2024.2344678
Mohammad Hazeghian
The present paper aims to compare the behaviour of dense granular soils inside and outside the Shear Band (SB) during the Plane Strain Compression (PSC) test using the Discrete Element Method (DEM)...
本论文旨在使用离散元素法(DEM)比较致密颗粒土在平面应变压缩(PSC)试验中在剪切带(SB)内外的行为...
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引用次数: 0
The role of additives in estimating service life of self-compacting concrete mix design using FIB modelling 外加剂在利用 FIB 建模估算自密实混凝土混合料设计使用寿命中的作用
IF 2.1 4区 工程技术 Q2 ENGINEERING, CIVIL Pub Date : 2024-04-15 DOI: 10.1080/19648189.2024.2329724
Alireza Masoumi, Reza Farokhzad, Seyed Hooman Ghasemi
The purpose of this study is to examine the influence of additives on estimating the useful service life of self-compacting concrete (SCC). For that, durability tests were performed on 43 SCC mix d...
本研究旨在探讨添加剂对估算自密实混凝土(SCC)有用使用寿命的影响。为此,对 43 种自密实混凝土(SCC)混合料进行了耐久性测试。
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引用次数: 0
Coupling of sediment transport phenomena with turbulent surface flows: mathematical modeling, finite volume approximation and test simulations 沉积物输运现象与表面湍流的耦合:数学建模、有限体积近似和试验模拟
IF 2.1 4区 工程技术 Q2 ENGINEERING, CIVIL Pub Date : 2024-04-13 DOI: 10.1080/19648189.2024.2332460
Arno Roland Ndengna Ngatcha, Daniel Bandji, Abdou Njifenjou
Several sediment transport models coupled with shallow water equations have been developed in the literature over the past few decades. The water flow in the presence of abrupt bottom slopes distor...
在过去的几十年里,文献中已经提出了几种与浅水方程相结合的沉积物输运模型。在存在突变底坡的情况下,水流与泥沙的...
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引用次数: 0
Spatio-temporal characterisation of local scour around a circular bridge pier in cohesive soil with different clay/silt ratio 粘土/淤泥比不同的粘性土中圆形桥墩周围局部冲刷的时空特征
IF 2.1 4区 工程技术 Q2 ENGINEERING, CIVIL Pub Date : 2024-04-12 DOI: 10.1080/19648189.2024.2338784
Jana Zaidan, Abdelkrim Bennabi, Adrien Poupardin, Ahmed Benamar, François Marin
This paper presents new data on scour around a vertical pier in cohesive soils. It specifically focuses on the temporal evolution of local scour hole around the pier with increasing the clay/silt r...
本文介绍了粘性土中垂直桥墩周围冲刷的新数据。它特别关注了随着粘土/淤泥含量的增加,桥墩周围局部冲刷孔的时间演变。
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引用次数: 0
Centrifuge model tests of h-type anti-slide pile reinforced slope under different rainfall duration 不同降雨持续时间下 h 型抗滑桩加固边坡的离心机模型试验
IF 2.1 4区 工程技术 Q2 ENGINEERING, CIVIL Pub Date : 2024-04-10 DOI: 10.1080/19648189.2024.2338771
Hao Zhang, Haofeng Xing, Lei Zhu, Dwayne Tannant, Xiaopeng Guo
The h-type anti-slide pile (h-pile) plays a crucial role in mitigating soil-rock mixture slope (SRMS) instability. Despite its significance, the limited availability of research outcomes has constr...
h 型抗滑桩(h-pile)在缓解土石混合斜坡(SRMS)不稳定性方面发挥着至关重要的作用。尽管其重要性不言而喻,但由于研究成果有限,因此对其进行研究的难度很大。
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引用次数: 0
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European Journal of Environmental and Civil Engineering
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