Numerical modeling of wave-induced liquefaction around a gravity-based structure by V. S. Ozgur Kirca, V. S. Ozgur Kirca, Mert Angin, B. Mutlu Sumer

“…Residual liquefaction, a significant issue in marine engineering, results from accumulated pore-water pressure in the seabed due to cyclic shear stresses, which compromises soil stability. …”
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Seismic performance of bridge pier integrated by multiple steel pipes with directly-connected piles using soil-water coupled three-dimensional elasto-plastic finite element analysi... by Muhammad Mahmood Ul Hassan, Koichi Isobe, Yasumasa Soga, Yasuo Sawamura, Hiroki Sugiyama, Masatsugu Shinohara

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Micro-mechanism analysis of Zhongchuan loess liquefaction disaster induced by Jishishan M6.2 earthquake in 2023 by Wang Yi, Wang Qian, Zhang Wuyu, Zhong Xiumei, Liu Fuqiang, Jia Shichao, Hu Xuefeng

“…Based on the discrepancy results, the micro-mechanisms between loess microstructure and macro-mechanical properties of soil and liquefaction disaster were investigated. …”
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Unraveling the risk of dredging on river bars for mineral sand mining: an engineering geological approach by Md. Shohel Rana, A.T.M. Shakhawat Hossain, Md. Fuad Hasan, Md. Aminur Rahman, Pradip Kumar Biswas, Mohammad Nazim Zaman

“…SPT-based liquefaction potential assessments suggest that the soils are highly susceptible to liquefaction, particularly during dredging or seismic events. …”
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Preliminary Evaluation of Some Engineering Geological Properties of Soils in the New Yenagoa Town, Bayelsa State, Central Niger Delta by PO Youdeowei, HO Nwankwoala

“…Specific gravity values ranged from 2.38 to 2.60 and generally low as a result of the fine grained nature of the sandy soils. Results also show a low plasticity range of 4.25 to 13.17% for the silty clay soils, with the sandy soils being non-plastic. …”
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