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发表于 2025-3-21 16:58:50 | 显示全部楼层 |阅读模式
书目名称Ground Improvement Techniques and Geosynthetics
编辑T Thyagaraj
视频video
丛书名称Lecture Notes in Civil Engineering
图书封面Titlebook: ;
出版日期Conference proceedings 2019
版次1
doihttps://doi.org/10.1007/978-981-13-0559-7
isbn_softcover978-981-13-4450-3
isbn_ebook978-981-13-0559-7Series ISSN 2366-2557 Series E-ISSN 2366-2565
issn_series 2366-2557
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A Study of Parameters Influencing Efficiency of Micropile Groups,ups with each group arranged in a square grid of four piles, with centre-to-centre spacing of 2D, 4D, and 6D and with L/D ratio of 20, 35, 50, and 65 were installed in sand bed having relative density of 50%. The group effect of ultimate total resistance on contractive (loose) sand was studied by in
发表于 2025-3-22 07:23:13 | 显示全部楼层
Experimental Study of Heave Control Technique for Expansive Soil Using Micropiles and Geotextile Lable layers. Then the soil was saturated with water and the upward movement of model footings (swelling) was monitored with time. Test results showed that maximum heave reduction was 79% for 20 mm diameter micropiles with frictional resistance.
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