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发表于 2025-3-21 17:33:54 | 显示全部楼层 |阅读模式
书目名称Ground Improvement Techniques
编辑T. G. Sitharam,C. R. Parthasarathy,Sreevalsa Kolat
视频video
丛书名称Lecture Notes in Civil Engineering
图书封面Titlebook: ;
出版日期Conference proceedings 2021
版次1
doihttps://doi.org/10.1007/978-981-15-9988-0
isbn_softcover978-981-15-9990-3
isbn_ebook978-981-15-9988-0Series ISSN 2366-2557 Series E-ISSN 2366-2565
issn_series 2366-2557
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Settlement Analysis of Locally Available Soft Soil Reinforced with Prefabricated Vertical Drain,each other at 6 and 8 kPa of surcharge load (stress). From these testing results, it may be concluded that PDVs are effective around up to 6 kPa or it may be said that PVDs can extract water from soft soils even when the soil is compacted at OMC.
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https://doi.org/10.1007/978-94-009-4301-8 needs more attention from the research community. The experimentation is undertaken for steel fibers having three different ratios of length to diameter (L/D). Locally available black cotton soil in the region was used for experimentation, the results obtained displayed variation in soil characteri
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Disorders of the Anal Sphincters,aining technique to achieve 75% relative density. From the test results, it was found that sand mixed with 2% sisal fiber had a larger bearing capacity compared with all other combinations of sand admixed with other percentages of sisal fibers.
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Masafumi Machida M.D., D.Med.Sci of expansive soil. Microbial induced calcite precipitation (MICP) was achieved using the microorganism Bacillus Pasteurii. The microbes in liquid medium and cementation media were introduced to the soil specimen. The soil specimens were kept for different reaction periods (0, 3, 7 and 14 days) with
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