Numerical-geostatistical-based approach to investigate the earth pressure evolution within the large grid wall foundation under adjacent surcharge loading

Fisonga, Marsheal; Hu, Yongtao; Han, Shijie; Deng, Yongfeng; Kaunda, Rennie B.

doi:10.1016/j.compgeo.2023.106056

Computers and Geotechnics

2024

DOI: 10.1016/j.compgeo.2023.106056

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Numerical-geostatistical-based approach to investigate the earth pressure evolution within the large grid wall foundation under adjacent surcharge loading

Marsheal Fisonga,

Yongtao Hu,

Shijie Han

et al.

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Parametric and comparative study between anchored, strutted and cantilever system for a secant pile wall retaining a soil during construction an under-ground water tank

Basha,

Eldamati,

Elmorsy

et al. 2024

Case Studies in Construction Materials

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Parametric and comparative study between anchored, strutted and cantilever system for a secant pile wall retaining a soil during construction an under-ground water tank

Basha,

Eldamati,

Elmorsy

et al. 2024

Case Studies in Construction Materials

View full text Add to dashboard Cite

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Numerical-geostatistical-based approach to investigate the earth pressure evolution within the large grid wall foundation under adjacent surcharge loading

Cited by 1 publication

References 44 publications

Parametric and comparative study between anchored, strutted and cantilever system for a secant pile wall retaining a soil during construction an under-ground water tank

Parametric and comparative study between anchored, strutted and cantilever system for a secant pile wall retaining a soil during construction an under-ground water tank

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