The response characteristics and stability evaluation of vegetated slope under strong wind DOI Creative Commons
Yanlin Liu, Fei Wang,

Feng Ji

et al.

Scientific Reports, Journal Year: 2024, Volume and Issue: 14(1)

Published: Nov. 23, 2024

As one of the major geological disasters in southeastern China, typhoon-induced vegetation slope instability causes significant loss life and property each year. Despite criticality this issue, response mechanism vegetated slopes to wind loading terms soil deformation stability still remains unclear. This research conducted field investigations on 330 historical landslides Yongjia County, Zhejiang Province, analyzing their spatiotemporal distribution developmental characteristics establish a conceptual model. The influence conditions dynamic parameters strength were subsequently determined through numerical simulations using FLAC3D software, model tests, direct shear tests. results show that: (1) is significantly affected by speed. At forces ≤ 12 (hurricane: 32.7-36.9 m/s), plays positive role enhancing stability. ≥ 13 (typhoon: 37.0-41.4 exerts negative under combined action strong loads. (2) Based experimentally evolution parameters, formula c (v, w) was fitted express variation cohesion with speed (v) moisture content (w). (3) optimized evaluation demonstrates increased sensitivity compared traditional model, resulting 17.88% increase sliding force 10.62-11.64% anti-sliding force. accounts for both indirect effects slopes. findings are expected enhance assessment winds facilitate development more accurate machine learning statistical models future.

Language: Английский

Are floating mangrove breakwaters effective for wave attenuation? - A Literature Review DOI Creative Commons

Krishnaveny Risheharan,

Joerg Baumeister, María Fernanda Adame

et al.

Ecological Engineering, Journal Year: 2024, Volume and Issue: 211, P. 107436 - 107436

Published: Nov. 26, 2024

Language: Английский

Citations

2

Resilient Coastal Protection Infrastructures: Probabilistic Sensitivity Analysis of Wave Overtopping Using Gaussian Process Surrogate Models DOI Open Access
Paul F. Kent, Soroush Abolfathi, Hannah Al Ali

et al.

Sustainability, Journal Year: 2024, Volume and Issue: 16(20), P. 9110 - 9110

Published: Oct. 21, 2024

This paper presents a novel mathematical framework for assessing and predicting the resilience of critical coastal infrastructures against wave overtopping hazards extreme climatic events. A probabilistic sensitivity analysis model is developed to evaluate relative influence hydrodynamic, geomorphological, structural factors contributing dynamics. Additionally, stochastic Gaussian process (GP) introduced predict mean discharge from defences. Both predictive models are validated using large homogeneous dataset comprising 163 laboratory field-scale tests. Statistical evaluations demonstrate superior performance GPs in identifying key parameters driving rates, outperforming existing regression-based formulae. The proposed offers robust tool protection under various climate scenarios.

Language: Английский

Citations

1

The response characteristics and stability evaluation of vegetated slope under strong wind DOI Creative Commons
Yanlin Liu, Fei Wang,

Feng Ji

et al.

Scientific Reports, Journal Year: 2024, Volume and Issue: 14(1)

Published: Nov. 23, 2024

As one of the major geological disasters in southeastern China, typhoon-induced vegetation slope instability causes significant loss life and property each year. Despite criticality this issue, response mechanism vegetated slopes to wind loading terms soil deformation stability still remains unclear. This research conducted field investigations on 330 historical landslides Yongjia County, Zhejiang Province, analyzing their spatiotemporal distribution developmental characteristics establish a conceptual model. The influence conditions dynamic parameters strength were subsequently determined through numerical simulations using FLAC3D software, model tests, direct shear tests. results show that: (1) is significantly affected by speed. At forces ≤ 12 (hurricane: 32.7-36.9 m/s), plays positive role enhancing stability. ≥ 13 (typhoon: 37.0-41.4 exerts negative under combined action strong loads. (2) Based experimentally evolution parameters, formula c (v, w) was fitted express variation cohesion with speed (v) moisture content (w). (3) optimized evaluation demonstrates increased sensitivity compared traditional model, resulting 17.88% increase sliding force 10.62-11.64% anti-sliding force. accounts for both indirect effects slopes. findings are expected enhance assessment winds facilitate development more accurate machine learning statistical models future.

Language: Английский

Citations

0