| Type of Material: | Thesis |
| Title: | Investigations on the performance of Stabilized Lateritic Soil Masonry Blocks |
| Researcher: | Sreekumar, M G |
| Guide: | Nair, Deepa G |
| Department: | Department of Civil Engineering |
| Publisher: | Cochin University of Science & Technology, Cochin |
| Place: | Cochin |
| Year: | 2023 |
| Language: | English |
| Subject: | Civil Engineering | Engineering and Technology | Environmental Performance .. | Fiber Reinforcement | Stabilized Lateric Soil Blocks | Structural Masonry Performance Tests | Civil Engineering | Engineering and Technology |
| Dissertation/Thesis Note: | PhD; Department of Civil Engineering, Cochin University of Science & Technology, Cochin, Cochin; 2023 |
| Fulltext: | Shodhganga |
| 000 | 00000ntm a2200000ua 4500 | |
| 001 | 456243 | |
| 003 | IN-AhILN | |
| 005 | 2024-10-08 17:07:21 | |
| 008 | __ | 241008t2023||||ii#||||g|m||||||||||eng|| |
| 035 | __ | |a(IN-AhILN)th_456243 |
| 040 | __ | |aCUST_682022|dIN-AhILN |
| 041 | __ | |aeng |
| 100 | __ | |aSreekumar, M G|eResearcher |
| 110 | __ | |aDepartment of Civil Engineering|bCochin University of Science & Technology, Cochin|dCochin|ein|0U-0253 |
| 245 | __ | |aInvestigations on the performance of Stabilized Lateritic Soil Masonry Blocks |
| 260 | __ | |aCochin|bCochin University of Science & Technology, Cochin|c2023 |
| 300 | __ | |axiii,183|dDVD |
| 502 | __ | |cDepartment of Civil Engineering, Cochin University of Science & Technology, Cochin, Cochin|d2023|bPhD |
| 518 | __ | |d2024|oDate of Award |
| 518 | __ | |oDate of Registration|d2018 |
| 520 | __ | |aIn modern days earthen construction is regaining its legacy due to the grave concern about the environmental impacts of energy-intensive conventional masonry constructions. Stabilized earthen blocks are widely accepted as sustainable options to replace burnt bricks and as well as cement concrete blocks. The potential of abundantly available lateritic soil deposits in tropical countries is not yet satisfactorily explored as source material for stabilized earthen blocks. The engineering properties of the stabilized blocks can further be improved by the utilization of fibers as reinforcements. This research was focused on investigating the feasibility of locally available lateritic soil and waste fibrous materials in the production of masonry building blocks suitable for structural masonry. Lateritic soil samples collected from four different locations and depths were subjected to experimental investigations for the suitability of stabilizers, gradation patterns, and the influences of clay minerals. Further, t |
| 650 | __ | |aCivil Engineering|2UGC |
| 650 | __ | |aEngineering and Technology|2AIU |
| 653 | __ | |aCivil Engineering |
| 653 | __ | |aEngineering and Technology |
| 653 | __ | |aEnvironmental Performance .. |
| 653 | __ | |aFiber Reinforcement |
| 653 | __ | |aStabilized Lateric Soil Blocks |
| 653 | __ | |aStructural Masonry Performance Tests |
| 700 | __ | |eGuide|aNair, Deepa G |
| 856 | __ | |uhttp://shodhganga.inflibnet.ac.in/handle/10603/584586|yShodhganga |
| 905 | __ | |afromsg |
User Feedback Comes Under This section.