Multi-scale pore optimization of Ultra-low water binder ratio cementitious materials (ULWC) for low-temperature performance improvement: Buffering mechanism of pore networks DOI
Yuan Feng,

Lingyan Zhang,

Min Yu

et al.

Cement and Concrete Composites, Journal Year: 2024, Volume and Issue: unknown, P. 105885 - 105885

Published: Dec. 1, 2024

Language: Английский

The effect of microwave curing on the static and dynamic mechanical properties and thermal brittleness of coal gangue concrete DOI
Qingfu Li, Hailong Wang, Huijun Xue

et al.

Construction and Building Materials, Journal Year: 2025, Volume and Issue: 463, P. 140025 - 140025

Published: Jan. 26, 2025

Language: Английский

Citations

2

Research on influence laws of aggregate sizes on pore structures and mechanical characteristics of cement mortar DOI
Yao Liu,

Hongwei Deng,

Zhen Jiang

et al.

Construction and Building Materials, Journal Year: 2024, Volume and Issue: 442, P. 137606 - 137606

Published: July 27, 2024

Language: Английский

Citations

10

Fractal characterization of pore structure evolution in pre-fractured sandstone under cyclic freeze-thaw DOI
Feng Liu, Zhen Jiang, Guojun Cai

et al.

Geoenergy Science and Engineering, Journal Year: 2025, Volume and Issue: unknown, P. 213649 - 213649

Published: Jan. 1, 2025

Language: Английский

Citations

1

Pore structure characteristics of artificial sand aggregate mortar DOI
Yao Liu,

Hongwei Deng,

Zhen Jiang

et al.

Journal of Building Engineering, Journal Year: 2024, Volume and Issue: 94, P. 109940 - 109940

Published: June 13, 2024

Language: Английский

Citations

7

A recycled crushed rock sand mortar based on Talbot grading theory: Correlation of pore structure and mechanical properties DOI
Zhen Jiang, Feng Liu,

Guojun Cai

et al.

Construction and Building Materials, Journal Year: 2024, Volume and Issue: 446, P. 137980 - 137980

Published: Aug. 28, 2024

Language: Английский

Citations

6

Micro-morphology and fractal characteristics of pore structure of aeolian sand concrete under long-term semi-immersion with chloride solution DOI
Huijun Xue,

Hailong Wang,

Qiang Zhang

et al.

Construction and Building Materials, Journal Year: 2024, Volume and Issue: 447, P. 137972 - 137972

Published: Aug. 31, 2024

Language: Английский

Citations

4

Pore structure evolution of mortars with manufactured sand aggregate under the influence of aggregate size and water saturation environment DOI
Zhen Jiang,

Guojun Cai,

Huan He

et al.

Measurement, Journal Year: 2024, Volume and Issue: unknown, P. 115736 - 115736

Published: Sept. 1, 2024

Language: Английский

Citations

4

Frost resistance and life prediction model of ultrafine GGBS equal strength concrete under negative temperature curing DOI
Jinpeng Dai, Min Liu, Wentao Du

et al.

Construction and Building Materials, Journal Year: 2024, Volume and Issue: 458, P. 139613 - 139613

Published: Dec. 26, 2024

Language: Английский

Citations

4

Detecting impact damage and characterizing pore structure in fractured rocks using nuclear magnetic resonance technology DOI
Zhen Jiang,

Huanhuan Qiao,

Guojun Cai

et al.

Measurement, Journal Year: 2025, Volume and Issue: unknown, P. 117649 - 117649

Published: April 1, 2025

Language: Английский

Citations

0

Evolution of Pore Structure and Fractal Characteristics in Red Sandstone under Cyclic Impact Loading DOI Creative Commons

Huanhuan Qiao,

Peng Wang, Zhen Jiang

et al.

Fractal and Fractional, Journal Year: 2024, Volume and Issue: 8(8), P. 437 - 437

Published: July 24, 2024

Fatigue damage can occur in surface rock engineering due to various factors, including earthquakes, blasting, and impacts. The underlying cause for the variations physical mechanical properties of resulting from impact loading is alteration internal pore structure. To investigate evolution characteristics structure under fatigue damage, red sandstone subjected cyclic compression by split Hopkinson pressure bar (SHPB) was analyzed using nuclear magnetic resonance (NMR) technology. parameters describing were obtained quantified fractal methods. development rocks quantitatively analyzed, two models based on size connectivity constructed. results indicate that with an increasing number cycles, porosity gradually increases, T2 cutoff (T2c) value decreases, most probable gray imaging (MRI) pores’ enhanced, dimension decreases gradually. Moreover, distribution space tends transition three-dimensional two-dimensional, suggesting expansion dominant pores into clusters, forming microfractures or even macroscopic fissures. findings provide valuable insights a microscopic perspective contribute evaluation time-varying stability assessment progressive engineering.

Language: Английский

Citations

3