| Type of Material: | Thesis |
| Title: | Optimization of Stabilizer and Introduction of Admixtures to Manufacture High Strength Compressed Earth Blocks for Commercial Purpose |
| Researcher: | Priji E, Moses |
| Guide: | Chockalingam, M P |
| Department: | Department of Civil Engineering |
| Publisher: | Bharath University, Chennai |
| Place: | Chennai |
| Year: | 2021 |
| Language: | English |
| Subject: | Engineering | Engineering and Technology | Engineering Civil | Civil Engineering | Engineering and Technology |
| Dissertation/Thesis Note: | PhD; Department of Civil Engineering, Bharath University, Chennai, Chennai; 2021; D14CE006 |
| Fulltext: | Shodhganga |
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| 008 | __ | 240920t2021||||ii#||||g|m||||||||||eng|| |
| 035 | __ | |a(IN-AhILN)th_454999 |
| 040 | __ | |aBHAU_600073|dIN-AhILN |
| 041 | __ | |aeng |
| 100 | __ | |aPriji E, Moses|eResearcher |
| 110 | __ | |aDepartment of Civil Engineering|bBharath University, Chennai|dChennai|ein|0U-0446 |
| 245 | __ | |aOptimization of Stabilizer and Introduction of Admixtures to Manufacture High Strength Compressed Earth Blocks for Commercial Purpose |
| 260 | __ | |aChennai|bBharath University, Chennai|c2021 |
| 300 | __ | |dDVD |
| 502 | __ | |bPhD|cDepartment of Civil Engineering, Bharath University, Chennai, Chennai|d2021|oD14CE006 |
| 520 | __ | |aCompressed Stabilized Earth Blocks of Size 240mm (Length) x 200mm (Width) x 130mm (Height) were manufactured in the Structural Engineering Laboratory of the Bharath Institute of Science and Technology (BIST), using Laterite Soil Mix taken from Mambakkam village, near Chennai, India. Cement was used as a stabilizer at5%,7% and 9%, to manufacture the Compressed Stabilised Earth Blocks (CSEBs), with and without adding Super Plasticizers (SP) at 0.5%, 0.75% and 1.0%. The combination was arranged as 3-sets of mix categories; i) soil + 5% cement (Specimen A1); ii) Soil + 5% cement+0.5%SP (Specimen B1); iii) soil+5%cement+0.75% SP (Specimen C1); iv) Soil +5%cement+ 1.0% SP (Specimen D1). Similarly, for soil mixes containing 7% cement, the combination was: v) soil +7%cement (Specimen A2); vi) soil +7% cement+0.5% SP (specimen B2); vii) soil+ 7% cement +0.75%SP (SpecimenC2); viii) soil+7% cement+1.0% SP (Specimen D2). Similarly, for the soil mixes containing 9% cement, the combination was: ix) soil+9% cement (Specim |
| 650 | __ | |aCivil Engineering|2UGC |
| 650 | __ | |aEngineering and Technology|2AIU |
| 653 | __ | |aEngineering |
| 653 | __ | |aEngineering and Technology |
| 653 | __ | |aEngineering Civil |
| 700 | __ | |aChockalingam, M P|eGuide |
| 856 | __ | |uhttp://shodhganga.inflibnet.ac.in/handle/10603/354892|yShodhganga |
| 905 | __ | |afromsg |
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