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書目名稱Ground Improvement Techniques and Geosynthetics影響因子(影響力)




書目名稱Ground Improvement Techniques and Geosynthetics影響因子(影響力)學科排名




書目名稱Ground Improvement Techniques and Geosynthetics網(wǎng)絡公開度




書目名稱Ground Improvement Techniques and Geosynthetics網(wǎng)絡公開度學科排名




書目名稱Ground Improvement Techniques and Geosynthetics被引頻次




書目名稱Ground Improvement Techniques and Geosynthetics被引頻次學科排名




書目名稱Ground Improvement Techniques and Geosynthetics年度引用




書目名稱Ground Improvement Techniques and Geosynthetics年度引用學科排名




書目名稱Ground Improvement Techniques and Geosynthetics讀者反饋




書目名稱Ground Improvement Techniques and Geosynthetics讀者反饋學科排名

indigenous

Cholecystokinin

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

Inexorable

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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