Stabilization of expansive sub-grade soil by hydrated lime and dolomitic-limestone by-product DLP /
Amira Hussein Ahmed Ahmed Mohamed
Stabilization of expansive sub-grade soil by hydrated lime and dolomitic-limestone by-product DLP / تدعيم تربة الأساس الإنتفاشية بإستخدام الجير المطفى وناتج مخلفات تكسير حجر الدولوميت Amira Hussein Ahmed Ahmed Mohamed ; Supervised Hani Abdellateef Lofti , Asmaa Moddather Hassan , Mohamed Abdellateef Albarqawy - Cairo : Amira Hussein Ahmed Ahmed Mohamed , 2018 - 80 P. : facsimiles ; 30cm
Thesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering
This thesis studied the effect of adding two stabilizer agents, hydrated lime and Dolomiticlimestone byproduct (DLP), on artificial soil mixture (S-M). This S-M consisted of 60% bentonite and 40% sand. Each stabilizing agent was added as a percentage of the dry weight of the soil mixture: 3%, 6%, 9% and 12% of hydrated lime and 12%, 24%, and 48% of DLP. The study was also extended to make a comparison between hydrated lime and the DLP stabilizer based on the effectiveness of improvement and cost. Both of stabilizers reduce the swelling and improve the strength of S-M. The hydrated lime is more effective than the DLP in stabilizing the DLP, but it is also more expensive than the DLP
Expansive soil Hydrated lime Soil stabilization
Stabilization of expansive sub-grade soil by hydrated lime and dolomitic-limestone by-product DLP / تدعيم تربة الأساس الإنتفاشية بإستخدام الجير المطفى وناتج مخلفات تكسير حجر الدولوميت Amira Hussein Ahmed Ahmed Mohamed ; Supervised Hani Abdellateef Lofti , Asmaa Moddather Hassan , Mohamed Abdellateef Albarqawy - Cairo : Amira Hussein Ahmed Ahmed Mohamed , 2018 - 80 P. : facsimiles ; 30cm
Thesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering
This thesis studied the effect of adding two stabilizer agents, hydrated lime and Dolomiticlimestone byproduct (DLP), on artificial soil mixture (S-M). This S-M consisted of 60% bentonite and 40% sand. Each stabilizing agent was added as a percentage of the dry weight of the soil mixture: 3%, 6%, 9% and 12% of hydrated lime and 12%, 24%, and 48% of DLP. The study was also extended to make a comparison between hydrated lime and the DLP stabilizer based on the effectiveness of improvement and cost. Both of stabilizers reduce the swelling and improve the strength of S-M. The hydrated lime is more effective than the DLP in stabilizing the DLP, but it is also more expensive than the DLP
Expansive soil Hydrated lime Soil stabilization