| Type of Material: | Thesis |
| Title: | Studies on Ground Vibration and Rayleigh Wave Propagation in Soft Soils Due To High Speed Railways |
| Researcher: | Sandeep, M N |
| Guide: | Beena, K S |
| Department: | Department of Civil Engineering |
| Publisher: | Cochin University of Science & Technology, Cochin |
| Place: | Cochin |
| Year: | 2022 |
| Language: | English |
| Subject: | Engineering and Technology | Engineering Civil | Ground vibration | High-speed railway | Peak Particle Velocity | Rayleigh Wave Propagation | Civil Engineering | Engineering and Technology |
| Dissertation/Thesis Note: | PhD; Department of Civil Engineering, Cochin University of Science & Technology, Cochin, Cochin; 2022 |
| Fulltext: | Shodhganga |
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| 001 | 456297 | |
| 003 | IN-AhILN | |
| 005 | 2024-10-09 10:59:09 | |
| 008 | __ | 241009t2022||||ii#||||g|m||||||||||eng|| |
| 035 | __ | |a(IN-AhILN)th_456297 |
| 040 | __ | |aCUST_682022|dIN-AhILN |
| 041 | __ | |aeng |
| 100 | __ | |aSandeep, M N|eResearcher |
| 110 | __ | |aDepartment of Civil Engineering|bCochin University of Science & Technology, Cochin|dCochin|ein|0U-0253 |
| 245 | __ | |aStudies on Ground Vibration and Rayleigh Wave Propagation in Soft Soils Due To High Speed Railways |
| 260 | __ | |aCochin|bCochin University of Science & Technology, Cochin|c2022 |
| 300 | __ | |axix, 187|dDVD |
| 502 | __ | |cDepartment of Civil Engineering, Cochin University of Science & Technology, Cochin, Cochin|d2022|bPhD |
| 518 | __ | |d2024|oDate of Award |
| 518 | __ | |oDate of Registration|d2017 |
| 520 | __ | |aGround vibration is a geotechnical problem in regions which are adjacent to sources of dynamic loading such as construction activities, traffic etc. The detrimental effects of ground vibration include loss of serviceability of structures, structural damage and human discomfort. Railway is a major source of ground vibration in areas adjacent to the track structures. During ground vibration, major transfer of energy occurs in the form of Rayleigh surface waves. In the case of high-speed railway, dynamic amplification of ground vibration during train movement can happen in soft soil deposits, depending on the Rayleigh wave (R-wave) velocity of the ground. This makes the Rayleigh wave velocity a significant parameter in analysing ground vibration. This research focuses on the investigation of the ground vibration induced by semi high to high-speed railways in the context of Rayleigh wave propagation in the soil medium. Considering the R-wave velocity of soil as a separate dynamic soil property, its accurate det |
| 650 | __ | |aCivil Engineering|2UGC |
| 650 | __ | |aEngineering and Technology|2AIU |
| 653 | __ | |aEngineering and Technology |
| 653 | __ | |aEngineering Civil |
| 653 | __ | |aGround vibration |
| 653 | __ | |aHigh-speed railway |
| 653 | __ | |aPeak Particle Velocity |
| 653 | __ | |aRayleigh Wave Propagation |
| 700 | __ | |eGuide|aBeena, K S |
| 856 | __ | |uhttp://shodhganga.inflibnet.ac.in/handle/10603/551067|yShodhganga |
| 905 | __ | |afromsg |
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