怕跛行他有限
发表于 2025-3-21 19:50:10
书目名称Proceedings of the 5th International Conference on Transportation Geotechnics (ICTG) 2024, Volume 2影响因子(影响力)<br> http://impactfactor.cn/if/?ISSN=BK0764543<br><br> <br><br>书目名称Proceedings of the 5th International Conference on Transportation Geotechnics (ICTG) 2024, Volume 2影响因子(影响力)学科排名<br> http://impactfactor.cn/ifr/?ISSN=BK0764543<br><br> <br><br>书目名称Proceedings of the 5th International Conference on Transportation Geotechnics (ICTG) 2024, Volume 2网络公开度<br> http://impactfactor.cn/at/?ISSN=BK0764543<br><br> <br><br>书目名称Proceedings of the 5th International Conference on Transportation Geotechnics (ICTG) 2024, Volume 2网络公开度学科排名<br> http://impactfactor.cn/atr/?ISSN=BK0764543<br><br> <br><br>书目名称Proceedings of the 5th International Conference on Transportation Geotechnics (ICTG) 2024, Volume 2被引频次<br> http://impactfactor.cn/tc/?ISSN=BK0764543<br><br> <br><br>书目名称Proceedings of the 5th International Conference on Transportation Geotechnics (ICTG) 2024, Volume 2被引频次学科排名<br> http://impactfactor.cn/tcr/?ISSN=BK0764543<br><br> <br><br>书目名称Proceedings of the 5th International Conference on Transportation Geotechnics (ICTG) 2024, Volume 2年度引用<br> http://impactfactor.cn/ii/?ISSN=BK0764543<br><br> <br><br>书目名称Proceedings of the 5th International Conference on Transportation Geotechnics (ICTG) 2024, Volume 2年度引用学科排名<br> http://impactfactor.cn/iir/?ISSN=BK0764543<br><br> <br><br>书目名称Proceedings of the 5th International Conference on Transportation Geotechnics (ICTG) 2024, Volume 2读者反馈<br> http://impactfactor.cn/5y/?ISSN=BK0764543<br><br> <br><br>书目名称Proceedings of the 5th International Conference on Transportation Geotechnics (ICTG) 2024, Volume 2读者反馈学科排名<br> http://impactfactor.cn/5yr/?ISSN=BK0764543<br><br> <br><br>
适宜
发表于 2025-3-21 20:39:14
Liquefaction Assessment of Northeast Arkansas, USA,city of the New Madrid Seismic Zone (NMSZ). Past evidence of sand boiling or geological-based soil susceptibility to liquefaction in this area strongly supports the future vulnerability. In this study, the design moment magnitude (MM) of an earthquake of 7.6 and a shallow ground water table depth of
烦扰
发表于 2025-3-22 02:27:15
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Cholecystokinin
发表于 2025-3-22 06:13:46
Liquefaction Resistance of Aged Soils in the Upper North Island of New Zealand and Contribution of the Soil Behaviour Type Index, the last 50 years using case histories involving very young soil deposits. Recent studies have shown that factors like aging and bonding can increase soil liquefaction resistance through the contribution of soil microstructure. Paired cone penetrometer data (CPT) testing combined with shear wave ve
使痛苦
发表于 2025-3-22 12:34:27
Geotechnical Challenges for Fast-Track Design and Construction of a Bridge Foundation in an Area Identified as Having Potential for Liquefaction and High Groundwater,r covers the following key issues: (1) project requirements, (2) site conditions and constraints associated with the geotechnical exploration program, (3) geologic-seismic hazards, (4) preliminary level geotechnical investigation to develop foundation design recommendations to complete the 100% leve
Accede
发表于 2025-3-22 16:38:47
Geotechnical Design Challenges Related to Emergency Repair of a Transportation Corridor After a Fault Rupture Event and Potential Repair Options, Including Use of Lightweight Cellular Concrete,es San Andreas Fault in Coachella Valley, California and potential alternatives that were considered for emergency repair of the dike embankment if an earthquake causes a fault rupture through the dike embankment, including the use of Lightweight Cellular Concrete (LCC) for an interim and quick repa
CLAY
发表于 2025-3-22 17:30:15
Traffic Disruptions in Box-Type Embankment-Underpasses Due to Past Earthquakes in Japan,ions are minimal, but earthquake activities in the past have caused destruction to them. Despite advancements in the seismic resistance of underpass structures, the practical significance of serviceability in embankment-underpasses has been neglected. The current study investigated the cause of thes
光明正大
发表于 2025-3-22 22:56:45
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完整
发表于 2025-3-23 03:34:47
Analysis of the Deformability of Railroad Ballast Based on the Concept of the Shakedown Limit, of eight triaxial tests on 150 × 300 mm specimens, replicating particle size distribution according to AREMA No. 4 standards, was conducted. The results reveal a significant dependence of the shakedown limit on both stress ratio and confining stress. Consequently, a confining stress-dependent shake
Aura231
发表于 2025-3-23 08:09:17
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