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Influence of waste glass on concrete strength and permeability during dry-wet cycles 废玻璃对干湿循环期间混凝土强度和渗透性的影响
IF 2.1 4区 工程技术 Q2 ENGINEERING, CIVIL Pub Date : 2024-08-01 DOI: 10.1080/19648189.2024.2365960
Xuebing Zhang, Yang Quan, Guohui Cao, Shenghua Tang, Wanji Ou, Jun Cao, Baikuang Chen, Luoqing Liu, Zhichao Wang, Ping Xiang
A series of experiments were carried out to explore the impact of waste glass on the durability of concrete. In this study, waste glass was incrementally incorporated to replace sand as the fine ag...
为了探索废玻璃对混凝土耐久性的影响,我们进行了一系列实验。在这项研究中,废玻璃被逐步掺入混凝土中,取代砂作为细...
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引用次数: 0
Profiles of suction stress of layered soils under infiltration conditions and its applications 渗透条件下层状土壤的吸应力曲线及其应用
IF 2.2 4区 工程技术 Q2 ENGINEERING, CIVIL Pub Date : 2024-07-25 DOI: 10.1080/19648189.2024.2368146
Shuang Liu, Zhengxin Yuan, Yang Xiao, Qingyun Fang, Hanlong Liu
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引用次数: 0
Random analysis of deposit landslide deformation under uniformly increasing rainfall using machine learning 利用机器学习对均匀增雨条件下的沉积滑坡变形进行随机分析
IF 2.2 4区 工程技术 Q2 ENGINEERING, CIVIL Pub Date : 2024-07-12 DOI: 10.1080/19648189.2024.2319868
Adangba Raphael Kouame, Huanling Wang
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引用次数: 0
Comparative study of the prediction of delayed strains using the next-generation Eurocode2 with measurements on structures 使用新一代 Eurocode2 预测延迟应变与结构测量结果的比较研究
IF 2.2 4区 工程技术 Q2 ENGINEERING, CIVIL Pub Date : 2024-07-07 DOI: 10.1080/19648189.2024.2370848
Francis Barré, Ludovic Caba, J. Torrenti, A. Aili
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引用次数: 0
Three-dimensional elastoplastic analysis of strain-softening surrounding rock based on the non-linear bond-slip relationship considering hydraulic-mechanical coupling 基于考虑水力机械耦合的非线性粘结滑移关系的应变软化围岩三维弹塑性分析
IF 2.1 4区 工程技术 Q2 ENGINEERING, CIVIL Pub Date : 2024-07-03 DOI: 10.1080/19648189.2024.2354779
Jin-feng Zou, Qin-hua Wu
After the anchor is installed, relative slip between the anchor and the surrounding rock will occur in the actual engineering. Based on the proposed nonlinear bond-slip model, a three-dimensional e...
在实际工程中,锚杆安装后,锚杆与围岩之间会发生相对滑移。基于所提出的非线性粘结滑移模型,一个三维的非线性粘结滑移模型可用于分析锚杆和围岩之间的相对滑移。
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引用次数: 0
Shear capacity of interlocking compressed stabilized earth block masonry panels 互锁压缩稳定土块砌体的抗剪能力
IF 2.1 4区 工程技术 Q2 ENGINEERING, CIVIL Pub Date : 2024-07-02 DOI: 10.1080/19648189.2024.2372611
Pardhasaradhi Kasinikota, Deb Dulal Tripura
An experimental study was conducted to investigate the shear performance of reinforced and unreinforced interlocking compressed stabilized earth block (ICSEB) masonry wall panels. Forty-eight wall ...
我们进行了一项实验研究,以调查加固和非加固互锁压缩稳定土块(ICSEB)砌墙板的剪切性能。48 块砌墙 ...
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引用次数: 0
Theoretical study on the water-induced weakening of rock based on microstructural mechanics approach 基于微结构力学方法的水诱导岩石削弱理论研究
IF 2.1 4区 工程技术 Q2 ENGINEERING, CIVIL Pub Date : 2024-07-01 DOI: 10.1080/19648189.2024.2370855
Zhihao Zhou, Huaning Wang, Mingjing Jiang
For rock structures exposed in the natural condition, water-induced weakening (including water softening and chemical weathering) is thought to be the main reason for its’ stiffness and strength de...
对于暴露在自然条件下的岩石结构,水引起的削弱(包括水软化和化学风化)被认为是其刚度和强度降低的主要原因。
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引用次数: 0
Unravelling the impact of ZIF-8, ZIF-67, and ZIF 8-67 on cement composites: insights into microstructure, mechanical strength and rheology 揭示 ZIF-8、ZIF-67 和 ZIF 8-67 对水泥复合材料的影响:对微观结构、机械强度和流变学的见解
IF 2.1 4区 工程技术 Q2 ENGINEERING, CIVIL Pub Date : 2024-06-30 DOI: 10.1080/19648189.2024.2372615
Mallikarjun Murigeppa Hulagabali, Amol Vijay Sonawane, Gaurang Rajendra Vesmawala
Zeolitic imidazolate frameworks (ZIFs) are a novel material, a sub-group of metal-organic frameworks (MOFs) with a sodalite-type structure similar to zeolites and are formed by the bridging of imid...
沸石咪唑啉框架(ZIFs)是一种新型材料,是金属有机框架(MOFs)的一个子类,具有类似于沸石的钠长石型结构,由咪唑啉和沸石桥接而成。
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引用次数: 0
Experimental study on the frost resistance of molybdenum tailings concrete 钼尾矿混凝土抗冻性试验研究
IF 2.1 4区 工程技术 Q2 ENGINEERING, CIVIL Pub Date : 2024-06-30 DOI: 10.1080/19648189.2024.2338783
Shan Gao, Ruixue Su, Jian Yuan, Hangyu Ma
The research aims to experimentally investigate the frost resistance of molybdenum tailings concrete (MoTC), involving C30 and C60 grade, with varying molybdenum tailings replacement ratios and fre...
该研究旨在通过实验探究不同钼尾矿替代率和自由度的钼尾矿混凝土(MoTC)的抗冻性,包括 C30 和 C60 级。
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引用次数: 0
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
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European Journal of Environmental and Civil Engineering
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