Работы, цитирующие эту работу

Работ: 2

Работа: Data-driven modeling for evaluating deformation of a deep excavation near existing tunnels

1. Quantitative criteria and deformation-dependent model for passive soil arching in compacted clay

   Xiao-Hu Zhang, Hanlin Wang, Xiang-Shen Fu +2

   СтатьяGeotechnical Engineering and Soil StabilizationComputers and Geotechnics2026Цитирований: 0

   ABIABI:AkademIndex/openalex/2026.article.014039

2. Deformation-dependent soil arching effect in compacted clayey soil under various overburden pressures

   Xiang-Shen Fu, Guan-Si Lei, Han-Lin Wang +4

   СтатьяGeotechnical Engineering and Soil StabilizationActa Geotechnica2026Цитирований: 0

   ABIABI:AkademIndex/openalex/2026.article.020030