SORB 发表于 2025-3-21 16:58:50

书目名称Ground Improvement Techniques and Geosynthetics影响因子(影响力)<br>        http://impactfactor.cn/if/?ISSN=BK0388815<br><br>        <br><br>书目名称Ground Improvement Techniques and Geosynthetics影响因子(影响力)学科排名<br>        http://impactfactor.cn/ifr/?ISSN=BK0388815<br><br>        <br><br>书目名称Ground Improvement Techniques and Geosynthetics网络公开度<br>        http://impactfactor.cn/at/?ISSN=BK0388815<br><br>        <br><br>书目名称Ground Improvement Techniques and Geosynthetics网络公开度学科排名<br>        http://impactfactor.cn/atr/?ISSN=BK0388815<br><br>        <br><br>书目名称Ground Improvement Techniques and Geosynthetics被引频次<br>        http://impactfactor.cn/tc/?ISSN=BK0388815<br><br>        <br><br>书目名称Ground Improvement Techniques and Geosynthetics被引频次学科排名<br>        http://impactfactor.cn/tcr/?ISSN=BK0388815<br><br>        <br><br>书目名称Ground Improvement Techniques and Geosynthetics年度引用<br>        http://impactfactor.cn/ii/?ISSN=BK0388815<br><br>        <br><br>书目名称Ground Improvement Techniques and Geosynthetics年度引用学科排名<br>        http://impactfactor.cn/iir/?ISSN=BK0388815<br><br>        <br><br>书目名称Ground Improvement Techniques and Geosynthetics读者反馈<br>        http://impactfactor.cn/5y/?ISSN=BK0388815<br><br>        <br><br>书目名称Ground Improvement Techniques and Geosynthetics读者反馈学科排名<br>        http://impactfactor.cn/5yr/?ISSN=BK0388815<br><br>        <br><br>

indigenous 发表于 2025-3-21 22:00:06

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Cholecystokinin 发表于 2025-3-22 02:32:26

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 发表于 2025-3-22 07:23:13

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.

水土 发表于 2025-3-22 10:07:29

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inveigh 发表于 2025-3-22 14:04:09

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inveigh 发表于 2025-3-22 18:30:18

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轻快来事 发表于 2025-3-22 22:17:56

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流出 发表于 2025-3-23 02:42:26

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裂口 发表于 2025-3-23 06:05:34

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