| Soil stabilization method involves selecting black cotton soil sample according to highway research board classification, increasing maximum dry density with increase in addition of fibers, and observing shear strength of soil with increase in increased percentage of bamboo fibers | |
| 2023-07-26 | |
| 专利权人 | ST MARTINS ENG COLLEGE (SMAR-Non-standard) |
| 申请日期 | 2023-07-26 |
| 专利号 | IN202341050321-A |
| 成果简介 | NOVELTY - Soil stabilization method involves selecting black cotton soil sample according to highway research board classification, substantially increasing maximum dry density (MDD) with increase in addition of fibers up to 0.75 wt.% beyond which it decreased and substantially decreasing optimum moisture content (OMC) with increase in addition of fibers, observing shear strength of soil with increase in increased percentage of bamboo fibers in unconfined compression test, when compared to shear strength of soil tested without fiber, and obtaining California bearing ratio (CBR) of the soil alone as 1.82% and increasing to 5.41% after stabilizing with optimum percentage of bamboo fibers. USE - Soil stabilization method. ADVANTAGE - The method is simple and economical, and can effectively analyze characteristics of soil for different concentrations of geosynthetic material. |
| IPC 分类号 | A01G-022/00 ; A61K-036/899 ; B32B-005/02 ; G01N-003/24 ; G06F-030/15 |
| 国家 | 印度 |
| 专业领域 | 农业科学 |
| 语种 | 英语 |
| 成果类型 | 专利 |
| 文献类型 | 科技成果 |
| 条目标识符 | http://119.78.100.226:8889/handle/3KE4DYBR/21106 |
| 专题 | 中国科学院新疆生态与地理研究所 |
| 作者单位 | ST MARTINS ENG COLLEGE (SMAR-Non-standard) |
| 推荐引用方式 GB/T 7714 | NITHINRAO B,MANIDEEP A,MADHURI C,et al. Soil stabilization method involves selecting black cotton soil sample according to highway research board classification, increasing maximum dry density with increase in addition of fibers, and observing shear strength of soil with increase in increased percentage of bamboo fibers. IN202341050321-A[P]. 2023. |
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