Measurement of Average Shear Wave Velocity by Using Multichannel Analysis of Surface Waves (MASW) Method and It's Relation with Bearing Capacity, Depth of Embedment, Soil thickness


Abstract in English

Multichannel Analysis of Surface Waves (MASW) is increasingly applied in earthquake engineering and geotechnical problems, because of simple field procedures, time and cost saving. It can allow for maximum areal coverage, thus reduces the number of needed boreholes. This study illustrates the importance of the use of active and passive MASW to measure the average shear wave velocities of the upper surface layers (upper 30m) of the city of Irbid in North Jordan by integrating the outputs of the active and passive approaches, and by investigating the relationship between the estimated average shear wave velocity with the following geotechnical variables, Bearing capacity, depth of embedment, and soil thickness.

References used

Alawneh, A. S., 1988. Shear Strength Characteristics of Some Selected Irbid Soil, Master's Thesis, Department of Civil Engineering, Jordan University of Science and Technology, 151p
Bath, M., 1973. Introduction to seismology, A Halsted Press Book, 395pp
Dobrin, M. B. and Savit, C. H., 1988. Introduction to geophysical prospecting, 4th ed.، McGraw-Hill, Inc., 867

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