非决定性 发表于 2025-3-21 16:52:56
书目名称Geotechnical Hazards from Large Earthquakes and Heavy Rainfalls影响因子(影响力)<br> http://figure.impactfactor.cn/if/?ISSN=BK0384131<br><br> <br><br>书目名称Geotechnical Hazards from Large Earthquakes and Heavy Rainfalls影响因子(影响力)学科排名<br> http://figure.impactfactor.cn/ifr/?ISSN=BK0384131<br><br> <br><br>书目名称Geotechnical Hazards from Large Earthquakes and Heavy Rainfalls网络公开度<br> http://figure.impactfactor.cn/at/?ISSN=BK0384131<br><br> <br><br>书目名称Geotechnical Hazards from Large Earthquakes and Heavy Rainfalls网络公开度学科排名<br> http://figure.impactfactor.cn/atr/?ISSN=BK0384131<br><br> <br><br>书目名称Geotechnical Hazards from Large Earthquakes and Heavy Rainfalls被引频次<br> http://figure.impactfactor.cn/tc/?ISSN=BK0384131<br><br> <br><br>书目名称Geotechnical Hazards from Large Earthquakes and Heavy Rainfalls被引频次学科排名<br> http://figure.impactfactor.cn/tcr/?ISSN=BK0384131<br><br> <br><br>书目名称Geotechnical Hazards from Large Earthquakes and Heavy Rainfalls年度引用<br> http://figure.impactfactor.cn/ii/?ISSN=BK0384131<br><br> <br><br>书目名称Geotechnical Hazards from Large Earthquakes and Heavy Rainfalls年度引用学科排名<br> http://figure.impactfactor.cn/iir/?ISSN=BK0384131<br><br> <br><br>书目名称Geotechnical Hazards from Large Earthquakes and Heavy Rainfalls读者反馈<br> http://figure.impactfactor.cn/5y/?ISSN=BK0384131<br><br> <br><br>书目名称Geotechnical Hazards from Large Earthquakes and Heavy Rainfalls读者反馈学科排名<br> http://figure.impactfactor.cn/5yr/?ISSN=BK0384131<br><br> <br><br>Irksome 发表于 2025-3-21 23:05:26
https://doi.org/10.1007/978-3-662-25845-3e weakens a bearing capacity of a mound. The present paper describes bearing capacity properties of a mound under seepage flow, by using centrifuge model tests and finite element method analyses. Two types of model tests were conducted in the study: horizontal load tests and combined tests with horicunning 发表于 2025-3-22 01:04:12
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Entwicklungsgeschichte der Modernen Physikmbankment would result from the liquefaction of sandy foundation. Therefore, three centrifuge shaking table tests were performed to study the seismic behaviour of reinforced earth embedment on liquefiable and non-liquefiable sand deposits. From the test results, it was observed that the liquefactionOsmosis 发表于 2025-3-22 19:55:45
Zusammenfassung der Ergebnisse,erformed to increase the diameter of stabilized soil columns and also to produce arbitrary shapes of improved soil structures. The in situ performance verification are also performed to verify arbitrary shapes and large diameters of stabilized soil columns, mechanical properties of stabilized soil c谆谆教诲 发表于 2025-3-22 22:20:42
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https://doi.org/10.1007/978-3-663-16012-0 March 2011 Earthquake in East Japan) has increased the importance of understanding the effect of non-plastic fines on cyclic behavior of sand. The study on their influence has been carried out by several investigators through both field and laboratory tests, obtaining different outcomes that depend