Subsurface multi-physical monitoring of urban development zone using a fiber optic nerve system DOI Creative Commons
Jing Wang, Donghui Wang, Hong‐Hu Zhu

et al.

Journal of Rock Mechanics and Geotechnical Engineering, Journal Year: 2024, Volume and Issue: unknown

Published: Dec. 1, 2024

Language: Английский

Revisiting spatiotemporal evolution process and mechanism of a giant reservoir landslide during weather extremes DOI
孝 河野, Hong‐Hu Zhu,

Feng-Nian Chang

et al.

Engineering Geology, Journal Year: 2024, Volume and Issue: 332, P. 107480 - 107480

Published: March 21, 2024

Language: Английский

Citations

36

Advanced integration of ensemble learning and MT-InSAR for enhanced slow-moving landslide susceptibility zoning DOI
Taorui Zeng, Liyang Wu, Yuichi S. Hayakawa

et al.

Engineering Geology, Journal Year: 2024, Volume and Issue: 331, P. 107436 - 107436

Published: Feb. 9, 2024

Language: Английский

Citations

25

Influence of tensile crack development on the deformation behavior and failure mode of reservoir-induced landslides: insights from model tests DOI
Minghao Miao, Huiming Tang, Kun Fang

et al.

Landslides, Journal Year: 2025, Volume and Issue: unknown

Published: Jan. 21, 2025

Language: Английский

Citations

1

A hybrid data-driven approach for rainfall-induced landslide susceptibility mapping: Physically-based probabilistic model with convolutional neural network DOI Creative Commons
Hongzhi Cui, Bin Tong, Tao Wang

et al.

Journal of Rock Mechanics and Geotechnical Engineering, Journal Year: 2024, Volume and Issue: unknown

Published: Sept. 1, 2024

Language: Английский

Citations

7

Near-surface soil hydrothermal response feedbacks landslide activity and mechanism DOI

Xiao Ye,

Hong‐Hu Zhu,

Bing Wu

et al.

Engineering Geology, Journal Year: 2024, Volume and Issue: 341, P. 107690 - 107690

Published: Aug. 22, 2024

Language: Английский

Citations

4

Multi-temporal InSAR-based landslide dynamic susceptibility mapping of Fengjie County, Three Gorges Reservoir Area, China DOI Creative Commons
Feng Tian, Wei Zhang, Hong‐Hu Zhu

et al.

Journal of Rock Mechanics and Geotechnical Engineering, Journal Year: 2025, Volume and Issue: unknown

Published: Jan. 1, 2025

Language: Английский

Citations

0

3D displacement time series prediction of a north-facing reservoir landslide powered by InSAR and machine learning DOI Creative Commons
Fengnian Chang, Shaochun Dong, Hongwei Yin

et al.

Journal of Rock Mechanics and Geotechnical Engineering, Journal Year: 2025, Volume and Issue: unknown

Published: Jan. 1, 2025

Language: Английский

Citations

0

Shear strain prediction of reservoir landslide based on FBG monitoring and bagging-MLP algorithm DOI
Jia Wang, Hong‐Hu Zhu, 孝 河野

et al.

Bulletin of Engineering Geology and the Environment, Journal Year: 2025, Volume and Issue: 84(2)

Published: Jan. 21, 2025

Language: Английский

Citations

0

Characteristics and failure mechanisms of rear reservoir-induced landslide-a case study of Shuiyunshan landslide in Xinshao, China DOI
Weizhi Jiao, Ming Zhang, Dandan Liu

et al.

Bulletin of Engineering Geology and the Environment, Journal Year: 2025, Volume and Issue: 84(4)

Published: March 27, 2025

Language: Английский

Citations

0

Experimental study on progressive interfacial mechanical behaviors using fiber optic sensing cable in frozen soil DOI Creative Commons

Tian-Xiang Liu,

Hong‐Hu Zhu, Qi Li

et al.

Journal of Rock Mechanics and Geotechnical Engineering, Journal Year: 2024, Volume and Issue: unknown

Published: April 1, 2024

Frost heave and thaw settlement in cold regions poses a significant threat to engineering construction. Optical frequency domain reflectometry (OFDR) based on Rayleigh scattering can be applied monitor ground deformation frozen soil areas, where the interface behavior of soil-embedded fiber optic sensors governs monitoring accuracy. In this paper, series pullout tests were conducted (FO) cables embedded investigate cable‒soil behavior. An experimental study was performed interaction effects, particularly focused water content unfrozen soil, freezing duration, differential distribution soil. The high-resolution axial strains FO obtained using sensing interrogator, then used calculate shear stress. interfacial mechanical response analytically modeled elastic-perfectly plastic softening constitutive models. Three periods, correlating with phase change process between ice water, analyzed. results shows that effect amplify peak stress at cable-soil by eight times. A criterion for coupling states proposed normalizing force‒displacement information. Additionally, applicability existing theoretical models discussed comparing back‒calculations measurements. This provides new insights into progressive failure strain cable which assist interpretation deformation.

Language: Английский

Citations

3