Работы, цитирующие эту работу

Работ: 4

Работа: Development and validation of deformation-dependent theoretical model for soil arching effect under unloading

1. Effects of water content and dry density on the passive soil arching effect in unsaturated compacted clay

   Xiaohu Zhang, Han-Lin Wang, Xiang-Shen Fu +2

   СтатьяGeotechnical Engineering and Soil StabilizationCanadian Geotechnical Journal2026Цитирований: 2

   ABIABI:AkademIndex/openalex/2026.article.000065

2. Mechanisms and Stability of Adhesion‐Controlled Arching in Granular Materials

   Xuejun Fu, Shengtao Yang, Hao Wang +3

   СтатьяLandfill Environmental Impact StudiesInternational Journal for Numerical and Analytical Methods in Geomechanics2026Цитирований: 1

   ABIABI:AkademIndex/openalex/2026.article.000394

3. 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

4. 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