PLY
发表于 2025-3-21 18:21:13
书目名称Sustainable Geo-Technologies for Climate Change Adaptation影响因子(影响力)<br> http://figure.impactfactor.cn/if/?ISSN=BK0883314<br><br> <br><br>书目名称Sustainable Geo-Technologies for Climate Change Adaptation影响因子(影响力)学科排名<br> http://figure.impactfactor.cn/ifr/?ISSN=BK0883314<br><br> <br><br>书目名称Sustainable Geo-Technologies for Climate Change Adaptation网络公开度<br> http://figure.impactfactor.cn/at/?ISSN=BK0883314<br><br> <br><br>书目名称Sustainable Geo-Technologies for Climate Change Adaptation网络公开度学科排名<br> http://figure.impactfactor.cn/atr/?ISSN=BK0883314<br><br> <br><br>书目名称Sustainable Geo-Technologies for Climate Change Adaptation被引频次<br> http://figure.impactfactor.cn/tc/?ISSN=BK0883314<br><br> <br><br>书目名称Sustainable Geo-Technologies for Climate Change Adaptation被引频次学科排名<br> http://figure.impactfactor.cn/tcr/?ISSN=BK0883314<br><br> <br><br>书目名称Sustainable Geo-Technologies for Climate Change Adaptation年度引用<br> http://figure.impactfactor.cn/ii/?ISSN=BK0883314<br><br> <br><br>书目名称Sustainable Geo-Technologies for Climate Change Adaptation年度引用学科排名<br> http://figure.impactfactor.cn/iir/?ISSN=BK0883314<br><br> <br><br>书目名称Sustainable Geo-Technologies for Climate Change Adaptation读者反馈<br> http://figure.impactfactor.cn/5y/?ISSN=BK0883314<br><br> <br><br>书目名称Sustainable Geo-Technologies for Climate Change Adaptation读者反馈学科排名<br> http://figure.impactfactor.cn/5yr/?ISSN=BK0883314<br><br> <br><br>
违法事实
发表于 2025-3-21 22:03:18
Liquefaction-Induced Flow Failure of Gentle Slopes of Fines—Containing Loose Sands by Case Historiesh fines were addressed to examine liquefaction behavior under different initial shear stresses indicating that the flow failure was confirmed to initiate even in a low gradient slope when the effective stress path comes across a straight line from the origin on the . diagram uniquely defined irrespe
fleeting
发表于 2025-3-22 01:57:11
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大暴雨
发表于 2025-3-22 04:49:03
Slope Creep Instability in Krajang Lor Village, Magelang Regency, Central Java, Indonesia: Inducement. As the results, three main factors causing soil creep are: (1) poor engineering properties of the soil including high water content, low dry density and low shear strength parameters, (2) irreversibly dehydration of hydrated halloysite clay as well as swell-shrink activities of smectite clay, and
expository
发表于 2025-3-22 11:34:58
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男生戴手铐
发表于 2025-3-22 16:51:21
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欺骗手段
发表于 2025-3-22 18:39:44
Characteristics of Re-liquefaction Behaviors of the Typical Soils in the Aso Area of Kumamoto, Japanom the sand boil site presented a liquefiable feature, similar to fine sand in the tests. Furthermore, the fine particles played a dominant role in liquefaction characteristics, in both the soils from the sand boil site and the volcanic soil.
overbearing
发表于 2025-3-22 21:59:38
Sustainable Transport Infrastructure Adopting Energy-Absorbing Waste Materialsct tests) and numerical modelling. Moreover, in an effort to put theory into practice, the performance of under ballast shock mats placed at ballast-bridge deck interfaces has been investigated in field tests carried out at Singleton (near Newcastle, Australia). The test results and the numerical mo
Capture
发表于 2025-3-23 03:00:14
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epidermis
发表于 2025-3-23 08:21:21
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