Damage evolution and avalanche characteristics of concrete under salt-freezing action by acoustic emission DOI Creative Commons
Yunfeng Zhao,

Minghui Chen,

Xiang Jiang

и другие.

Developments in the Built Environment, Год журнала: 2024, Номер unknown, С. 100600 - 100600

Опубликована: Дек. 1, 2024

Язык: Английский

Hydro-mechanical coupling characteristics and mechanism of salt intrusion freeze-thaw concrete under complex stress paths DOI
Weipei Xue, Chao Zhou, Wenbin Zhang

и другие.

Journal of Building Engineering, Год журнала: 2025, Номер 102, С. 111994 - 111994

Опубликована: Фев. 1, 2025

Язык: Английский

Процитировано

0

Mechanical response characteristics and seepage evolution mechanism of shaft lining concrete under different stress states DOI
Weipei Xue, Honghui Zhang, Zhongjian Wang

и другие.

Construction and Building Materials, Год журнала: 2025, Номер 474, С. 141109 - 141109

Опубликована: Апрель 9, 2025

Язык: Английский

Процитировано

0

Role of porous aggregate types on the sulfate attack resistance of cement mortar DOI
Zhuqing Yu, Yang Li, Yuang Liu

и другие.

Construction and Building Materials, Год журнала: 2025, Номер 483, С. 141781 - 141781

Опубликована: Май 14, 2025

Язык: Английский

Процитировано

0

Influence of Polypropylene Fiber on Concrete Permeability under Freeze-Thaw Conditions and Mechanical Loading DOI Open Access
Wei Zeng, Weiqi Wang, Qiannan Wang

и другие.

Materials, Год журнала: 2024, Номер 17(12), С. 2945 - 2945

Опубликована: Июнь 15, 2024

Polypropylene fiber reinforcement is an effective method to enhance the durability of concrete structures. With increasing public interest in widespread use polypropylene reinforced (PFRC), necessity evaluating mechanism (PF) on permeability has become prominent. This paper describes influence PF exposed freeze-thaw cycles under compressive and tensile stress. The PFRC loads accurately measured by a specialized setup. loads, volume change load, relationship between stress levels at minimum points are discussed. results indicate that addition adversely affects without damage cracks. However, it decreases specimens cracking. Under initially slowly follows significant increase as level increases. phenomenon correlates with specimen. point exhibit linear correlation, fitted proportional function parameter γ ≈ 0.98872. increases gradually radial deformation increase. strain-permeability curves loading studied consist two stages. In stage I, strain while load. II, cycles, whereas cycles. reduction load greater than future research, can be integrated its constitutive provide reference for application waterproofing

Язык: Английский

Процитировано

2

Effect of sulfate freeze-thaw on the stress-strain relationship of recycled coarse aggregate self-compacting concrete: Experimental and machine learning algorithms DOI
Chuanlei Zheng, Yijiang Liu, Luoyin Li

и другие.

Construction and Building Materials, Год журнала: 2024, Номер 449, С. 138383 - 138383

Опубликована: Сен. 19, 2024

Язык: Английский

Процитировано

2

Study on the Durability of High-Content Oil Shale Concrete DOI Creative Commons
Yunyi Wang, Cong Zeng,

Yingshuang Wang

и другие.

Buildings, Год журнала: 2024, Номер 14(8), С. 2547 - 2547

Опубликована: Авг. 19, 2024

This study evaluated the potential and environmental benefits of using oil shale residue as a replacement for fine aggregate in concrete through series experiments. Initially, crushing value test confirmed residue’s at 16.7%, meeting load-bearing standards aggregates, thus proving its viability complete substitute. Further, was treated with 60 mg/L concentration Tween 80 other surfactants removal. The specimens demonstrated excellent compressive performance dense internal structure. Building on this, mechanical properties were explored across different ratios (from 40% to 100%), revealing an increase strength higher ratios. In durability tests, compared JZ group, modified desulfurization gypsum exhibited 0.03% reduction mass loss rate 10.13% relative moving elasticity modulus rate, particularly noticeable after 175 freeze–thaw cycles where B1 B4 no significant damage, highlighting remarkable durability. Overall analysis indicated that oil-removed substitute concrete, combined modification, not only enhances but also significantly reduces consumption natural aggregates pollution, promoting resource utilization sustainable development.

Язык: Английский

Процитировано

0

Investigation on performance degradation analysis method of offshore concrete structures under freeze–thaw and sulfate attack DOI
Yan Liang, Zhixuan Wang

Ocean Engineering, Год журнала: 2024, Номер 316, С. 119935 - 119935

Опубликована: Дек. 6, 2024

Язык: Английский

Процитировано

0

Study on the Weathering Characteristics of a Solitary Rock in Chishui Based on Pore Structure with Depth DOI
Jinfeng Zhang, G. M. Yang, Kunpeng Lu

и другие.

Geotechnical and Geological Engineering, Год журнала: 2024, Номер 42(6), С. 4953 - 4966

Опубликована: Май 29, 2024

Язык: Английский

Процитировано

0

Complex salt frost resistance of pre-damaged reinforced HPC columns wrapped with BFRP sheets DOI
Qi Zhou, Kuihua Mei, Fengxuan Wang

и другие.

Archives of Civil and Mechanical Engineering, Год журнала: 2024, Номер 25(1)

Опубликована: Ноя. 19, 2024

Язык: Английский

Процитировано

0

Damage evolution and avalanche characteristics of concrete under salt-freezing action by acoustic emission DOI Creative Commons
Yunfeng Zhao,

Minghui Chen,

Xiang Jiang

и другие.

Developments in the Built Environment, Год журнала: 2024, Номер unknown, С. 100600 - 100600

Опубликована: Дек. 1, 2024

Язык: Английский

Процитировано

0