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ئەنجامدانی سمینار

لە دڕێژەی کار و چالاکییەکانی فاکەڵتییەکەمان، ڕۆژی دووشەممە ٢٠٢١/٦/٢٨، کاتژمێر (٨:٣٠)ی شەو، سمینارێک بە شێوەی ئونلاین لە لایەن "د. جمال کاک رسول " مامۆستای بەشی ئەندازیاری شارستانی سمینارێک بە ناو نیشانی: Simplified method for calculating vertical stresses in limited-space GRSW پێشکەش بە ژمارەیەکی بەرچاو لە مامۆستایان کرا.
پۆختەی سمینار:
Simplified method for calculating vertical stresses in limited-space GRSW
Geosynthetic-reinforced Soil (GRS) walls have been widely used in geotechnical engineering applications, such as bridge abutments, highways, and service roads. There are situations where the space for GRS wall construction is limited. Some previous studies have revealed that the magnitude and distribution of earth pressures in GRS walls with limited backfill-space are different from those with sufficient space. This this seminar will discuss a simplified method by modifying the 2:1 stress distribution method to calculate the vertical stress distribution in limited-space GRS walls under static footing loading. The simplified method adopted limit equilibrium methods and considered wall-soil friction effects. The accuracy of this proposed method were evaluated with the past test results and the 2:1 stress distribution method.