Study The Effect of Traditional Iraqi Stabilizers (Cement and Lime) on Some Properties of Iraqi Clay Soils
This study provides practical results in the use of the composite from sulfate resistance Portland cement (PC) and Quicklime (LQ) to improve and stabilize of soils in Al - Zaafaraniya site in Baghdad governorate and the Garma Ali site in Al Basra governorate, Iraq. PC and LQ were added in percentage...
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| Format: | Article |
| Language: | English |
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Unviversity of Technology- Iraq
2018-03-01
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| Series: | Engineering and Technology Journal |
| Subjects: | |
| Online Access: | https://etj.uotechnology.edu.iq/article_175045_ace8ed7926ce3f5f78365b5b1094199a.pdf |
| _version_ | 1797325984106545152 |
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| author | Husam Baqir Aqeel Al-Adili Ali Shareef |
| author_facet | Husam Baqir Aqeel Al-Adili Ali Shareef |
| author_sort | Husam Baqir |
| collection | DOAJ |
| description | This study provides practical results in the use of the composite from sulfate resistance Portland cement (PC) and Quicklime (LQ) to improve and stabilize of soils in Al - Zaafaraniya site in Baghdad governorate and the Garma Ali site in Al Basra governorate, Iraq. PC and LQ were added in percentages of 2,4,6,8 and 10% and 2 and 4%, by dry weight, respectively. Laboratory tests to determine Atterberg,s limits, standard proctor test, USC test and UUU test (unconsolidation, undrained and unsaturated) were conducted. The results achieved a significant improvement in workability, unconfined compressive strength and shear strength. The results of the unconfinedicompressiveistrength test and UUU test for natural and improved soil reveal that the shear strength increase as lime and cement content increase and with increasing curing (0, 7 and 28)days. |
| first_indexed | 2024-03-08T06:17:05Z |
| format | Article |
| id | doaj.art-044a6799d63d4d5da2bfecf61dc9ef68 |
| institution | Directory Open Access Journal |
| issn | 1681-6900 2412-0758 |
| language | English |
| last_indexed | 2024-03-08T06:17:05Z |
| publishDate | 2018-03-01 |
| publisher | Unviversity of Technology- Iraq |
| record_format | Article |
| series | Engineering and Technology Journal |
| spelling | doaj.art-044a6799d63d4d5da2bfecf61dc9ef682024-02-04T17:15:48ZengUnviversity of Technology- IraqEngineering and Technology Journal1681-69002412-07582018-03-01363A24825510.30684/etj.36.3A.2175045Study The Effect of Traditional Iraqi Stabilizers (Cement and Lime) on Some Properties of Iraqi Clay SoilsHusam Baqir0Aqeel Al-Adili1Ali Shareef2University of Technology, Baghdad, IRAQUniversity of Technology, Baghdad, IRAQUniversity of Technology, Baghdad, IRAQThis study provides practical results in the use of the composite from sulfate resistance Portland cement (PC) and Quicklime (LQ) to improve and stabilize of soils in Al - Zaafaraniya site in Baghdad governorate and the Garma Ali site in Al Basra governorate, Iraq. PC and LQ were added in percentages of 2,4,6,8 and 10% and 2 and 4%, by dry weight, respectively. Laboratory tests to determine Atterberg,s limits, standard proctor test, USC test and UUU test (unconsolidation, undrained and unsaturated) were conducted. The results achieved a significant improvement in workability, unconfined compressive strength and shear strength. The results of the unconfinedicompressiveistrength test and UUU test for natural and improved soil reveal that the shear strength increase as lime and cement content increase and with increasing curing (0, 7 and 28)days.https://etj.uotechnology.edu.iq/article_175045_ace8ed7926ce3f5f78365b5b1094199a.pdfsoil stabilizationcementquicklimeunconfined compression testuuu testcuring period |
| spellingShingle | Husam Baqir Aqeel Al-Adili Ali Shareef Study The Effect of Traditional Iraqi Stabilizers (Cement and Lime) on Some Properties of Iraqi Clay Soils Engineering and Technology Journal soil stabilization cement quicklime unconfined compression test uuu test curing period |
| title | Study The Effect of Traditional Iraqi Stabilizers (Cement and Lime) on Some Properties of Iraqi Clay Soils |
| title_full | Study The Effect of Traditional Iraqi Stabilizers (Cement and Lime) on Some Properties of Iraqi Clay Soils |
| title_fullStr | Study The Effect of Traditional Iraqi Stabilizers (Cement and Lime) on Some Properties of Iraqi Clay Soils |
| title_full_unstemmed | Study The Effect of Traditional Iraqi Stabilizers (Cement and Lime) on Some Properties of Iraqi Clay Soils |
| title_short | Study The Effect of Traditional Iraqi Stabilizers (Cement and Lime) on Some Properties of Iraqi Clay Soils |
| title_sort | study the effect of traditional iraqi stabilizers cement and lime on some properties of iraqi clay soils |
| topic | soil stabilization cement quicklime unconfined compression test uuu test curing period |
| url | https://etj.uotechnology.edu.iq/article_175045_ace8ed7926ce3f5f78365b5b1094199a.pdf |
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