One-dimension consolidation analysis of soft soils under embankment loaded with variable compressibility and permeability.
استشهاد بنمط شيكاغوOne-dimension Consolidation Analysis of Soft Soils Under Embankment Loaded With Variable Compressibility and Permeability.
MLA استشهادOne-dimension Consolidation Analysis of Soft Soils Under Embankment Loaded With Variable Compressibility and Permeability.
تحذير: قد لا تكون هذه الاستشهادات دائما دقيقة بنسبة 100%.