Exaltation
发表于 2025-3-21 16:08:25
书目名称Advances in Soil Liquefaction Engineering影响因子(影响力)<br> http://figure.impactfactor.cn/if/?ISSN=BK0149768<br><br> <br><br>书目名称Advances in Soil Liquefaction Engineering影响因子(影响力)学科排名<br> http://figure.impactfactor.cn/ifr/?ISSN=BK0149768<br><br> <br><br>书目名称Advances in Soil Liquefaction Engineering网络公开度<br> http://figure.impactfactor.cn/at/?ISSN=BK0149768<br><br> <br><br>书目名称Advances in Soil Liquefaction Engineering网络公开度学科排名<br> http://figure.impactfactor.cn/atr/?ISSN=BK0149768<br><br> <br><br>书目名称Advances in Soil Liquefaction Engineering被引频次<br> http://figure.impactfactor.cn/tc/?ISSN=BK0149768<br><br> <br><br>书目名称Advances in Soil Liquefaction Engineering被引频次学科排名<br> http://figure.impactfactor.cn/tcr/?ISSN=BK0149768<br><br> <br><br>书目名称Advances in Soil Liquefaction Engineering年度引用<br> http://figure.impactfactor.cn/ii/?ISSN=BK0149768<br><br> <br><br>书目名称Advances in Soil Liquefaction Engineering年度引用学科排名<br> http://figure.impactfactor.cn/iir/?ISSN=BK0149768<br><br> <br><br>书目名称Advances in Soil Liquefaction Engineering读者反馈<br> http://figure.impactfactor.cn/5y/?ISSN=BK0149768<br><br> <br><br>书目名称Advances in Soil Liquefaction Engineering读者反馈学科排名<br> http://figure.impactfactor.cn/5yr/?ISSN=BK0149768<br><br> <br><br>
olfction
发表于 2025-3-21 21:58:52
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迁移
发表于 2025-3-22 04:01:52
1866-8755soil liquefaction, including post-liquefaction settlement, lateral spreading, and stability against flow slide. All the topics are accompanied by illustrative case history data from recent major earthquakes in Japan..978-981-15-5481-0978-981-15-5479-7Series ISSN 1866-8755 Series E-ISSN 1866-8763
损坏
发表于 2025-3-22 05:59:47
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ANNUL
发表于 2025-3-22 11:51:58
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AVID
发表于 2025-3-22 13:56:45
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AGONY
发表于 2025-3-22 19:56:29
Computer Security – ESORICS 2020the cyclic resistance ratio are revisited. The empirical procedures to appropriately incorporate the effects of soil ageing and imperfect saturation are introduced, and some case history studies are described.
disrupt
发表于 2025-3-22 23:30:15
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四目在模仿
发表于 2025-3-23 01:52:38
Zimin Zhang,Wenying Zhang,Hongfang Shis on the evaluations of post-liquefaction settlement and lateral displacement of soil deposits are introduced. The lateral spreading may be classified into two types: (1) limited deformation of the order of 1.0–5.0 m and (2) lateral spread involving unlimited deformation or flow failure. The limited
抚育
发表于 2025-3-23 09:00:12
Xianrui Qin,Cailing Cai,Tsz Hon Yuena key parameter to evaluate the stability of earth structures during earthquakes. The use of in situ sounding tests to evaluate the undrained shear strength of soils is described, including standard penetration test and cone penetration test. The recent development on the use of weight sounding test