Enhancing Site Characterization with MASW
Sarathy Geotech & Engineering Services Pvt Ltd.
Geotechnical & Geophysical integrated approach for both Offshore, Nearshore & On-land projects.
The Multichannel Analysis of Surface Waves (MASW) method is a geophysical technique widely used for site characterization. It provides crucial insights into the subsurface properties by analyzing the propagation of seismic surface waves. MASW is particularly valued for its efficiency, non-invasive nature, and ability to deliver high-resolution results. Below is an outline of its importance in site characterization and its role in determining primary (P) and secondary (S) wave properties:
1. Site Characterization
MASW plays a critical role in understanding the subsurface conditions of a site by providing detailed information about:
2. Determination of P- and S-Wave Properties
MASW focuses primarily on surface waves to derive S-wave properties, but it indirectly supports the evaluation of P-wave properties through complementary methods.
S-Wave Properties
P-Wave Properties
Advantages of MASW for Site Characterization
1.????? Non-invasive: Minimal disruption to the site.
2.????? Cost-effective: Lower cost compared to invasive techniques like boreholes.
3.????? Depth Versatility: Can investigate shallow layers (few meters) to deeper strata (tens of meters).
4.????? High Resolution: Provides a detailed Vs profile that enhances the understanding of subsurface variability.
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MASW is an indispensable tool for geotechnical engineers, seismologists, and environmental scientists. By characterizing the subsurface and elucidating P- and S-wave properties, it lays the foundation for safe, efficient, and effective design in construction and hazard mitigation.
CASE STUDY
The following case study highlights how the MASW test provided more accurate data for site characterization and design parameters in a recently completed project. The client engaged us for a third-party review of the geotechnical report and to conduct FEM analysis for the raft foundation of a 40-story building.
According to the initial geotechnical investigation, the site was characterized by refusal strata and highly weathered rock. To validate the stratification and derive the modulus values—key parameters for evaluating settlement in Plaxis 3D—the MASW test was conducted on-site. This approach significantly enhanced the accuracy of the input data for the analysis.
The test was performed on the foundation level. Based on the velocity profile, the site was classified as “Class C,” indicating a stratigraphy of very dense soil and soft rock. Modulus values were derived from primary shear wave velocities (Vs) and used as input for settlement evaluation in the Plaxis analysis.
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