دورية أكاديمية

Stabilization of lateritic soil from Agbara Nigeria with ceramic waste dust

التفاصيل البيبلوغرافية
العنوان: Stabilization of lateritic soil from Agbara Nigeria with ceramic waste dust
المؤلفون: Olumuyiwa Onakunle, David O. Omole, Adebanji S. Ogbiye
المصدر: Cogent Engineering, Vol 6, Iss 1 (2019)
بيانات النشر: Taylor & Francis Group, 2019.
سنة النشر: 2019
المجموعة: LCC:Engineering (General). Civil engineering (General)
مصطلحات موضوعية: lateritic soil, ceramic waste dust, solid waste management, soil tests, soil stabilization, Engineering (General). Civil engineering (General), TA1-2040
الوصف: Geotechnical properties of lateritic soil stabilized with ceramic waste dust (CWD) additive was examined. Specific tests conducted on the modified soil samples include grain-size distribution, Atterberg Limits, Proctor Compaction tests, and California Bearing Ratio tests. Lateritic soil obtained from Agbara, South-West Nigeria and pulverized ceramic materials gathered from construction site rubbles were used for the experiment. The Lateritic soil samples were mixed with ceramic dust from 0 to 30% at an incremental rate of 5%. From the analyses of test results, it was found that Liquid Limit, Plastic Limit, Plasticity Index, and Optimum Moisture Content decreased consistently with the incremental addition of ceramic dust up to 30%, whereas, Maximum Dry Density and California Bearing Ratio (Soaked and Un-soaked) increased with CWD additive. Liquid Limit decreased from 59.62% (unmixed laterite) to 35.61% (30% CWD addition). The Plastic Limit decreased linearly from 40.11% (unmixed laterite) to 23.31% (when mixed with 30% CWD). The percentages for both unsoaked and soaked California Bearing Ratio increased from 6.82% to 21.97% and 4.55% to 14.39% respectively for 5% incremental addition of CWD up to 30%. The study concluded that the use of CWD in the stabilization of lateritic soil is recommended for economic, durability, and environmental advantages.
نوع الوثيقة: article
وصف الملف: electronic resource
اللغة: English
تدمد: 2331-1916
23311916
العلاقة: https://doaj.org/toc/2331-1916Test
DOI: 10.1080/23311916.2019.1710087
الوصول الحر: https://doaj.org/article/b1a271d930e1400c86ed865030867691Test
رقم الانضمام: edsdoj.b1a271d930e1400c86ed865030867691
قاعدة البيانات: Directory of Open Access Journals
الوصف
تدمد:23311916
DOI:10.1080/23311916.2019.1710087