Global semi-empirical relationships for correlating soil unit weight with shear wave velocity by void-ratio function

Author:

Moon Sung-Woo1,Ng Yannick C.H.2,Ku Taeseo2

Affiliation:

1. Department of Civil and Environmental Engineering, Nazarbayev University, 53 Qabanbay Batyr Ave., Astana, Kazakhstan, 010000; formerly Department of Civil and Environmental Engineering, National University of Singapore, 1 Engineering Drive 2, Singapore, 117576.

2. Department of Civil and Environmental Engineering, National University of Singapore, 1 Engineering Drive 2, Singapore, 117576.

Abstract

Numerous studies have attempted to relate shear wave velocity (Vs) to the geotechnical properties of soils. However, most correlations were empirically developed only for a particular site or soil type. In this study, we propose a novel approach to incorporate a generalized void ratio function with analytical phase relations for estimating the total unit weight of soils. Based on an extensively compiled soil database, the validation of the semi-empirical model was carried out and its performance was also compared against existing Vs – total unit weight correlations. Moreover, a sensitivity analysis of the model input parameters was conducted to assess their significance on total unit weight estimates. It is demonstrated that the proposed semi-empirical model is successful in providing a first-order estimate of the total unit weight of soils based on the Vs, without consideration of the overburden stresses.

Publisher

Canadian Science Publishing

Subject

Civil and Structural Engineering,Geotechnical Engineering and Engineering Geology

Reference30 articles.

1. Assessment of the Coefficient of Lateral Earth Pressure at Rest (Ko) from In Situ Seismic Tests

2. Blake, W.D., and Gilbert, R.B. 1996. Relationships between undrained shear strength and compression and shear wave velocities for offshore clays. Offshore Technology Research Center, Austin, Texas.

3. Shear Strength Estimation of Sandy Soils Using Shear Wave Velocity

4. Small-Strain Stiffness, Shear-Wave Velocity, and Soil Compressibility

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