aggression 发表于 2025-3-21 17:59:20
书目名称Geotechnical Engineering in the Digital and Technological Innovation Era影响因子(影响力)<br> http://figure.impactfactor.cn/if/?ISSN=BK0384129<br><br> <br><br>书目名称Geotechnical Engineering in the Digital and Technological Innovation Era影响因子(影响力)学科排名<br> http://figure.impactfactor.cn/ifr/?ISSN=BK0384129<br><br> <br><br>书目名称Geotechnical Engineering in the Digital and Technological Innovation Era网络公开度<br> http://figure.impactfactor.cn/at/?ISSN=BK0384129<br><br> <br><br>书目名称Geotechnical Engineering in the Digital and Technological Innovation Era网络公开度学科排名<br> http://figure.impactfactor.cn/atr/?ISSN=BK0384129<br><br> <br><br>书目名称Geotechnical Engineering in the Digital and Technological Innovation Era被引频次<br> http://figure.impactfactor.cn/tc/?ISSN=BK0384129<br><br> <br><br>书目名称Geotechnical Engineering in the Digital and Technological Innovation Era被引频次学科排名<br> http://figure.impactfactor.cn/tcr/?ISSN=BK0384129<br><br> <br><br>书目名称Geotechnical Engineering in the Digital and Technological Innovation Era年度引用<br> http://figure.impactfactor.cn/ii/?ISSN=BK0384129<br><br> <br><br>书目名称Geotechnical Engineering in the Digital and Technological Innovation Era年度引用学科排名<br> http://figure.impactfactor.cn/iir/?ISSN=BK0384129<br><br> <br><br>书目名称Geotechnical Engineering in the Digital and Technological Innovation Era读者反馈<br> http://figure.impactfactor.cn/5y/?ISSN=BK0384129<br><br> <br><br>书目名称Geotechnical Engineering in the Digital and Technological Innovation Era读者反馈学科排名<br> http://figure.impactfactor.cn/5yr/?ISSN=BK0384129<br><br> <br><br>黄油没有 发表于 2025-3-21 21:50:34
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Trends, Techniques, Testing, Tribulations, Tasks, Trajectories: The Saga of Data in the Evolution ofical systems. Though non-deterministic approaches have widely proved to be instrumental in cost-performance optimization, they are still not well understood and implemented by geotechnical researchers and practitioners. The main difficulties encountered in the transition to the non-deterministic parAssemble 发表于 2025-3-22 13:40:23
Cyclic Behavior of Sand Stabilized by Colloidal Silica: Effects of Sample Preparation and Energy–Basliquefiable soils with a harmless, low–viscosity, silica–based grout, forming a silica gel among soil particles after a certain time. This study discusses the effects of two techniques used for sample preparation on the cyclic response of stabilized sand by means of undrained cyclic triaxial test. MAssemble 发表于 2025-3-22 18:23:18
Tensio-Inclinometer: A Deployable Wireless Device to Underpin Early Warning Systems for Rainfall-Indrmance due to false alarms generated by rainfall thresholds inevitably conservative. The accuracy of LEWS may be significantly enhanced by monitoring soil-based variables associated with the stress-strain response of the ground. The paper presents a novel Tensio-inclinometer specifically developed tdeactivate 发表于 2025-3-23 00:51:11
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Small Scale Experimental Tests and Simplified Modelling of Horizontal Loading Tests on Embedded Founading paths at constant vertical load have in particular been considered, with specific reference to operational conditions characterized by relatively high values of the static factor of safety with respect to vertical bearing capacity (approximately from 2 to 10), as it often happens for common di