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Investigating the impact of crumb rubber aggregates on the fresh and physical characteristics of self-compacted concrete: a comprehensive review 研究碎屑橡胶集料对自密实混凝土新拌和物理特性的影响:综合评述
IF 2.1 4区 工程技术 Q2 ENGINEERING, CIVIL Pub Date : 2024-08-13 DOI: 10.1080/19648189.2024.2389156
Aryan Far H. Sherwani, Khaleel H. Younis, Yarivan J. Zrar, Ahmed Mohammed
Incorporating the substantial waste generated by the disposal of end-of-life tires into the manufacturing process of self-compacted concrete (SCC) presents a viable and environmentally responsible ...
在自密实混凝土(SCC)的生产过程中加入处理报废轮胎所产生的大量废物,是一种可行且对环境负责的方法。
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引用次数: 0
Long-term performance of magnesium phosphate cement concrete prepared in the winter 冬季配制的磷酸镁水泥混凝土的长期性能
IF 2.1 4区 工程技术 Q2 ENGINEERING, CIVIL Pub Date : 2024-08-12 DOI: 10.1080/19648189.2024.2375279
Jie Yuan, Zipeng Zhang, Xin Chen, Xin Huang, Anqi Cui
Previous studies have established the strength development of magnesium ammonium phosphate cement (MAPC) concrete and magnesium potassium phosphate cement (MKPC) concrete at sub-zero temperatures. ...
先前的研究已经确定了磷酸镁铵(MAPC)水泥和磷酸镁钾(MKPC)水泥在零下温度下的强度发展。...
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引用次数: 0
The three-dimensional stability analysis of piled slopes in unsaturated and inhomogeneous soils with nonlinear failure criterion 采用非线性破坏准则对非饱和和非均质土中的桩基边坡进行三维稳定性分析
IF 2.1 4区 工程技术 Q2 ENGINEERING, CIVIL Pub Date : 2024-08-05 DOI: 10.1080/19648189.2024.2365348
Wei Zhao, Yunong Li, Chang Liu, Liwei Wang
Under the nonlinear Mohr-Coulomb (MC) failure criterion, based on the upper-bound limit analysis theorem, the three-dimensional(3D) stability of piled unsaturated inhomogeneous slopes is analyzed. ...
在非线性莫尔-库仑(Mohr-Coulomb,MC)破坏准则下,基于上限极限分析定理,分析了桩基非饱和非均质边坡的三维(3D)稳定性。...
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引用次数: 0
Study on calcium dissolution of concrete specimens with surface cracks 带表面裂缝混凝土试样的钙溶解研究
IF 2.1 4区 工程技术 Q2 ENGINEERING, CIVIL Pub Date : 2024-08-04 DOI: 10.1080/19648189.2024.2384871
Jian-Hua Jiang, Jia-Bing Zhou, Fu-Liang Ma, Wei Zhang, Ya-Bing Yu
The effects of crack width, crack depth and water-cement ratio (w/c) on calcium dissolution resistance of cracked concrete were evaluated. Results show that the degradation in physical properties a...
评估了裂缝宽度、裂缝深度和水灰比(w/c)对裂缝混凝土抗钙溶解性的影响。结果表明,裂缝宽度、深度和水灰比(w/c)对裂缝混凝土的物理性能和抗钙溶解性的影响是显著的。
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引用次数: 0
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
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
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
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
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European Journal of Environmental and Civil Engineering
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