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Title: :  STABILIZATION OF CLAY SOIL USING A-3 SOIL IN SUBGRADE MATERIALS
PaperId: :  12128
Published in:   International Journal Of Advance Research And Innovative Ideas In Education
Publisher:   IJARIIE
e-ISSN:   2395-4396
Volume/Issue:    Volume 6 Issue 3 2020
DUI:    16.0415/IJARIIE-12128
Licence: :   IJARIIE is licensed under a Creative Commons Attribution-ShareAlike 4.0 International License.

Author NameAuthor Institute
Saol Toyebo Torgano Wolaita Sodo university, SNNP Region, Ethiopia
Esubalew Tariku Yenialem Wolaita Sodo university, SNNP Region, Ethiopia
Mohammed Sujayath Ali Wolaita Sodo university, SNNP Region, Ethiopia
Adane Tadesse TumatoWolaita Sodo university, SNNP Region, Ethiopia

Abstract

construction Technology and Management
Clay Soil, Mechanical Stabilization
The aim of this paper work is stabilization of clay soil using A-3 soil in subgrade material of Arba Minch - Wolaita Sodo main road to Zefine town by taking the three soil samples test peats, because this road giving transportation purpose for the community with continuous maintenance on some part of the road; thus, geotechnical characterization and stabilization of Problematic soil is very important. To achieve these objectives three soils sample pits were selected from different representative parts of the existing road at 1km interval. To understand the basic characteristics of the sub grade soil, such as field dry density, natural moisture content, particle size distribution, specific gravity, Atterberg limits (LL and PL), compaction (OMC and MDD), CBR and CBR swelling potential tests were concerned. The test results showed that the NMC ranges from 14.25% to 15.86%, the field dry density ranges from 1.67g/cc to 1.69g/cc, percentage finer ranges from 75.08% to 77.26%, LL ranges from 56.65% to 60.27%, PI ranges from 37.27% to 39.02%, GI ranges from 28 to 31, OMC ranges from 16.46 % to 17.65 %, MDD ranges from 1.74 g/cc to 1.80g/cc, CBR ranges from 2.05% to 2.46% and CBR swell ranges from 3.20 % to 3.66%. Based on these results the study area was characterized as clay soil, and for the soil classification under A-7-6 according to AASHTO M145 soil classification system. From the three test pits samples (from TP1 to TP3) were unsuitable to use as a subgrade material for pavement construction based on [10] manual specification; thus, for the unsuitable subgrade soils, stabilize by mechanical method of stabilization by A-3 soil, with different percentages ratio (10% , 15% and 20% of locally available selected material that is A3 soil) by weight, were used to get appropriate mixing ratio, finally it was found that 20% mixing of A-3 soil were efficient to use those as a subgrade material.

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IJARIIE Saol Toyebo Torgano , Esubalew Tariku Yenialem , Mohammed Sujayath Ali , and Adane Tadesse Tumato. "STABILIZATION OF CLAY SOIL USING A-3 SOIL IN SUBGRADE MATERIALS" International Journal Of Advance Research And Innovative Ideas In Education Volume 6 Issue 3 2020 Page 1183-1195
MLA Saol Toyebo Torgano , Esubalew Tariku Yenialem , Mohammed Sujayath Ali , and Adane Tadesse Tumato. "STABILIZATION OF CLAY SOIL USING A-3 SOIL IN SUBGRADE MATERIALS." International Journal Of Advance Research And Innovative Ideas In Education 6.3(2020) : 1183-1195.
APA Saol Toyebo Torgano , Esubalew Tariku Yenialem , Mohammed Sujayath Ali , & Adane Tadesse Tumato. (2020). STABILIZATION OF CLAY SOIL USING A-3 SOIL IN SUBGRADE MATERIALS. International Journal Of Advance Research And Innovative Ideas In Education, 6(3), 1183-1195.
Chicago Saol Toyebo Torgano , Esubalew Tariku Yenialem , Mohammed Sujayath Ali , and Adane Tadesse Tumato. "STABILIZATION OF CLAY SOIL USING A-3 SOIL IN SUBGRADE MATERIALS." International Journal Of Advance Research And Innovative Ideas In Education 6, no. 3 (2020) : 1183-1195.
Oxford Saol Toyebo Torgano , Esubalew Tariku Yenialem , Mohammed Sujayath Ali , and Adane Tadesse Tumato. 'STABILIZATION OF CLAY SOIL USING A-3 SOIL IN SUBGRADE MATERIALS', International Journal Of Advance Research And Innovative Ideas In Education, vol. 6, no. 3, 2020, p. 1183-1195. Available from IJARIIE, https://ijariie.com/AdminUploadPdf/STABILIZATION_OF_CLAY_SOIL_USING_A_3_SOIL_IN_SUBGRADE_MATERIALS_ijariie12128_converted.pdf (Accessed : 24 April 2024).
Harvard Saol Toyebo Torgano , Esubalew Tariku Yenialem , Mohammed Sujayath Ali , and Adane Tadesse Tumato. (2020) 'STABILIZATION OF CLAY SOIL USING A-3 SOIL IN SUBGRADE MATERIALS', International Journal Of Advance Research And Innovative Ideas In Education, 6(3), pp. 1183-1195IJARIIE [Online]. Available at: https://ijariie.com/AdminUploadPdf/STABILIZATION_OF_CLAY_SOIL_USING_A_3_SOIL_IN_SUBGRADE_MATERIALS_ijariie12128_converted.pdf (Accessed : 24 April 2024)
IEEE Saol Toyebo Torgano , Esubalew Tariku Yenialem , Mohammed Sujayath Ali , and Adane Tadesse Tumato, "STABILIZATION OF CLAY SOIL USING A-3 SOIL IN SUBGRADE MATERIALS," International Journal Of Advance Research And Innovative Ideas In Education, vol. 6, no. 3, pp. 1183-1195, May-Jun 2020. [Online]. Available: https://ijariie.com/AdminUploadPdf/STABILIZATION_OF_CLAY_SOIL_USING_A_3_SOIL_IN_SUBGRADE_MATERIALS_ijariie12128_converted.pdf [Accessed : 24 April 2024].
Turabian Saol Toyebo Torgano , Esubalew Tariku Yenialem , Mohammed Sujayath Ali , and Adane Tadesse Tumato. "STABILIZATION OF CLAY SOIL USING A-3 SOIL IN SUBGRADE MATERIALS." International Journal Of Advance Research And Innovative Ideas In Education [Online]. volume 6 number 3 (24 April 2024).
Vancouver Saol Toyebo Torgano , Esubalew Tariku Yenialem , Mohammed Sujayath Ali , and Adane Tadesse Tumato. STABILIZATION OF CLAY SOIL USING A-3 SOIL IN SUBGRADE MATERIALS. International Journal Of Advance Research And Innovative Ideas In Education [Internet]. 2020 [Cited : 24 April 2024]; 6(3) : 1183-1195. Available from: https://ijariie.com/AdminUploadPdf/STABILIZATION_OF_CLAY_SOIL_USING_A_3_SOIL_IN_SUBGRADE_MATERIALS_ijariie12128_converted.pdf
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