Отправить статью по E-mail Investigation of Site-Specific Shear Wave Velocity for Geotechnical Engineering Applications Using Microtremor Array Measurement
- Авторы: Nazri F.M.1, Tan C.G.2, Ramli M.Z.1
-
Учреждения:
- School of Civil Engineering, Engineering Campus, Universiti Sains Malaysia
- Department of Civil Engineering, faculty of Engineering, University of Malaya
- Выпуск: Том 53, № 5 (2016)
- Страницы: 332-335
- Раздел: Earthquake-Resistant Construction
- URL: https://journals.rcsi.science/0038-0741/article/view/244056
- DOI: https://doi.org/10.1007/s11204-016-9407-3
- ID: 244056
Цитировать
Открытый доступ
Доступ предоставлен
Только для подписчиков
Аннотация
Microtremor array measurement surveys were performed in three locations to determine the shear wave velocity profile down to a depth of 30 m. The shear wave velocity results from the data acquisition of the multichannel surface wave method were compared with the microtremor array measurement in terms of the shear wave velocity profile as a function of depth. The correlation indicated that the shear wave velocity values range from 200 to 300 m/s and showed a significant velocity contrast at a shallow depth.
Об авторах
F. Nazri
School of Civil Engineering, Engineering Campus, Universiti Sains Malaysia
Email: smfe@mail.ru
Малайзия, Penang
C. Tan
Department of Civil Engineering, faculty of Engineering, University of Malaya
Email: smfe@mail.ru
Малайзия, Kuala Lumpur
M. Ramli
School of Civil Engineering, Engineering Campus, Universiti Sains Malaysia
Email: smfe@mail.ru
Малайзия, Penang
Дополнительные файлы
