A New Method for Evaluating Liquefaction by Energy-Based Pore Water Pressure Models

Liquefaction-induced damage can be mitigated through remediation methods, contingent upon a thorough evaluation of liquefaction, which necessitates comprehensive investigation. This paper presents a novel energy-based pore pressure model for the assessment of liquefaction potential, utilizing cyclic triaxial numerical tests. In this model, the energy of the earthquake is quantified using the Arias intensity. The validity of the energy-based pore pressure model was corroborated by the results of cyclic triaxial tests. Based on the validated model, a new methodology that incorporates permeability and the shear stress reduction coefficient was proposed for the evaluation of liquefaction potential. This new approach was further validated through centrifuge tests and numerical simulations. The findings indicate that the proposed method can accurately predict the generation and accumulation of excess pore pressure, thereby demonstrating its efficacy in evaluating ground liquefaction potential.

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Publication Details

Journal
Coatings
Published
2024-12-24
DOI
https://doi.org/10.3390/coatings15010007
Primary Topic
Geotechnical Engineering and Underground Structures
Type
article
Field-Weighted Citation Impact
0.00

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article

A New Method for Evaluating Liquefaction by Energy-Based Pore Water Pressure Models

Qiangong Cheng, Jiujiang Wu, Haozhen Fan, Jianlei Zhang et al.
Coatings
Geotechnical Engineering and Underground Structures
article

A New Method for Evaluating Liquefaction by Energy-Based Pore Water Pressure Models

Qiangong Cheng, Jiujiang Wu, Haozhen Fan, Jianlei Zhang, Yufeng Wang, Dai Mingming, Zhiyong Li
article en

Abstract

Liquefaction-induced damage can be mitigated through remediation methods, contingent upon a thorough evaluation of liquefaction, which necessitates comprehensive investigation. This paper presents a novel energy-based pore pressure model for the assessment of liquefaction potential, utilizing cyclic triaxial numerical tests. In this model, the energy of the earthquake is quantified using the Arias intensity. The validity of the energy-based pore pressure model was corroborated by the results of cyclic triaxial tests. Based on the validated model, a new methodology that incorporates permeability and the shear stress reduction coefficient was proposed for the evaluation of liquefaction potential. This new approach was further validated through centrifuge tests and numerical simulations. The findings indicate that the proposed method can accurately predict the generation and accumulation of excess pore pressure, thereby demonstrating its efficacy in evaluating ground liquefaction potential.

CoatingsVol. 15(1)
Southwest University of Science and Technology (CN), China University of Petroleum, Beijing (CN), Chengdu Surveying Geotechnical Research Institute (CN), Southwest Jiaotong University (CN)
Natural Science Foundation of Xinjiang Province, National Natural Science Foundation of China, China University of Petroleum, Beijing, Natural Science Foundation of Xinjiang
Clean water and sanitation
Openalex Percentile: Top 73%
Geotechnical Engineering and Underground Structures
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