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Stabilization of expansive sub-grade soil by hydrated lime and dolomitic-limestone by-product DLP / Amira Hussein Ahmed Ahmed Mohamed ; Supervised Hani Abdellateef Lofti , Asmaa Moddather Hassan , Mohamed Abdellateef Albarqawy

By: Contributor(s): Material type: TextTextLanguage: English Publication details: Cairo : Amira Hussein Ahmed Ahmed Mohamed , 2018Description: 80 P. : facsimiles ; 30cmOther title:
  • تدعيم تربة الأساس الإنتفاشية بإستخدام الجير المطفى وناتج مخلفات تكسير حجر الدولوميت [Added title page title]
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  • Issued also as CD
Dissertation note: Thesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering Summary: 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
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Item type Current library Home library Call number Copy number Status Barcode
Thesis Thesis قاعة الرسائل الجامعية - الدور الاول المكتبة المركزبة الجديدة - جامعة القاهرة Cai01.13.05.M.Sc.2018.Am.S (Browse shelf(Opens below)) Not for loan 01010110076826000
CD - Rom CD - Rom مخـــزن الرســائل الجـــامعية - البدروم المكتبة المركزبة الجديدة - جامعة القاهرة Cai01.13.05.M.Sc.2018.Am.S (Browse shelf(Opens below)) 76826.CD Not for loan 01020110076826000

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

Issued also as CD

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