Ушбу ишга иқтибос қилган ишлар

2 та иш

Иш: 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

   МақолаGeotechnical Engineering and Soil StabilizationComputers and Geotechnics20260 иқтибос

   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

   МақолаGeotechnical Engineering and Soil StabilizationActa Geotechnica20260 иқтибос

   ABIABI:AkademIndex/openalex/2026.article.020030