Warsaw Glacial Quartz Sand with Different Grain-Size Characteristics and Its Shear Wave Velocity from Various Interpretation Methods of BET

• Main Authors: Katarzyna Gabryś, Emil Soból, Wojciech Sas, Raimondas Šadzevičius, Rytis Skominas
• Format: Article
• Language: English
• Published: MDPI AG 2021-01-01
• Series: Materials
• Subjects: shear wave velocity; sand; bender elements test; grain-size characteristics
• Online Access: https://www.mdpi.com/1996-1944/14/3/544

After obtaining the value of shear wave velocity (<i>V_S</i>) from the bender elements test (BET), the shear modulus of soils at small strains (<i>G_max</i>) can be estimated. Shear wave velocity is an important parameter in the design of geo-structures subjected to static and dynamic loading. While bender elements are increasingly used in both academic and commercial laboratory test systems, there remains a lack of agreement when interpreting the shear wave travel time from these tests. Based on the test data of 12 Warsaw glacial quartz samples of sand, primarily two different approaches were examined for determining <i>V_S</i>. They are both related to the observation of the source and received <i>BE</i> signal, namely, the first time of arrival and the peak-to-peak method. These methods were performed through visual analysis of BET data by the authors, so that subjective travel time estimates were produced. Subsequently, automated analysis methods from the GDS Bender Element Analysis Tool (BEAT) were applied. Here, three techniques in the time-domain (TD) were selected, namely, the peak-to-peak, the zero-crossing, and the cross-correlation function. Additionally, a cross-power spectrum calculation of the signals was completed, viewed as a frequency-domain (FD) method. Final comparisons between subjective observational analyses and automated interpretations of BET results showed good agreement. There is compatibility especially between the two methods: the first time of arrival and the cross-correlation, which the authors considered the best interpreting techniques for their soils. Moreover, the laboratory tests were performed on compact, medium, and well-grained sand samples with different curvature coefficient and mean grain size. Investigation of the influence of the grain-size characteristics of quartz sand on shear wave velocity demonstrated that <i>V_S</i> is larger for higher values of the uniformity coefficient, while it is rather independent of the curvature coefficient and the mean grain size.