Titlebook: Proceedings of the 5th International Conference on Transportation Geotechnics (ICTG) 2024, Volume 2; Engineering Resilien Cholachat Rujikia

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書目名稱Proceedings of the 5th International Conference on Transportation Geotechnics (ICTG) 2024, Volume 2影響因子(影響力)




書目名稱Proceedings of the 5th International Conference on Transportation Geotechnics (ICTG) 2024, Volume 2影響因子(影響力)學科排名




書目名稱Proceedings of the 5th International Conference on Transportation Geotechnics (ICTG) 2024, Volume 2網(wǎng)絡(luò)公開度




書目名稱Proceedings of the 5th International Conference on Transportation Geotechnics (ICTG) 2024, Volume 2網(wǎng)絡(luò)公開度學科排名




書目名稱Proceedings of the 5th International Conference on Transportation Geotechnics (ICTG) 2024, Volume 2被引頻次




書目名稱Proceedings of the 5th International Conference on Transportation Geotechnics (ICTG) 2024, Volume 2被引頻次學科排名




書目名稱Proceedings of the 5th International Conference on Transportation Geotechnics (ICTG) 2024, Volume 2年度引用




書目名稱Proceedings of the 5th International Conference on Transportation Geotechnics (ICTG) 2024, Volume 2年度引用學科排名




書目名稱Proceedings of the 5th International Conference on Transportation Geotechnics (ICTG) 2024, Volume 2讀者反饋




書目名稱Proceedings of the 5th International Conference on Transportation Geotechnics (ICTG) 2024, Volume 2讀者反饋學科排名

適宜

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

煩擾

Cholecystokinin

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

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

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

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

完整

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

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