Ultrasonic technique as tool for determining physical and mechanical properties of frozen soils

• Published in: Cold regions science and technology Vol. 58; no. 3; pp. 136 - 142
• Main Authors: Christ, Martin, Park, Jun-Boum
• Format: Journal Article
• Language: English
• Published: Amsterdam Elsevier B.V 01.09.2009; Elsevier
• Subjects: Dynamic elastic modulus; Dynamic shear modulus; Earth sciences; Earth, ocean, space; Engineering and environment geology. Geothermics; Engineering geology; Exact sciences and technology; Frozen soil; Poisson's ratio; Soils; Surficial geology; Ultrasonic velocity; Unfrozen water content; Ultrasonic velocity; Frozen soil; Dynamic shear modulus; Poisson's ratio; Dynamic elastic modulus; Unfrozen water content; physical properties; bulk modulus; elastic constants; ice; S-waves; acoustical waves; dynamics; ultrasonic methods; acoustical properties; water content; reflectometry; soils; models; shear modulus; phase transitions; P-waves; silt; velocity; low temperature; stiffness; mechanical properties; sand; soil mechanics; prediction; frozen ground; methodology
• ISSN: 0165-232X; 1872-7441
• DOI: 10.1016/j.coldregions.2009.05.008

Ultrasonic velocities of compressional and shear waves in frozen sand, silty-sand and silt were measured at subfreezing temperature and the relationship between acoustic and physical-mechanical properties examined. Ultrasonic measurements revealed that the influence of temperature on ultrasonic velocities is due to the phase transition from water to ice. Different methods were proposed to determine the amount of unfrozen water in frozen soils. The unfrozen water content was measured directly by time domain reflectometry and compared to predicted values using different theoretical approaches. The prediction models showed good agreements with measured values at low temperatures. However, the shape of the curves obtained did not completely satisfying as the estimated unfrozen water fraction near 0 °C was significantly greater than the measured values. Finally, based on the elastic wave theory and measured acoustic velocities the elastic constants of the frozen soils were calculated. The changes in elastic constants were found to be related to the increase in ice content, ice stiffness by ice cementation and a decrease in unfrozen water content.