摘要
Ultrasonic P-wave tests of frozen silt and frozen sand were conducted during uniaxial loading by using an RSM^-SY5（T） nonmetal ultrasonic test meter to study the velocity characteristics of P-waves. The experimental results indicate that the P-wave velocity is affected by soil materials, temperature, and external loads, so the P-wave velocity is different in frozen silt and frozen sand, but all decrease with an increase of temperature and increase at first and then decrease with strain during the loading process. There is an exponential relationship between uniaxial compressive strength and P-wave ve- locity, and the correlation between them is very good. The characteristic parameters of acoustic waves can, to some extent, reflect the development of internal cracks in frozen soils during loading.
Ultrasonic P-wave tests of frozen silt and frozen sand were conducted during uniaxial loading by using an RSM^-SY5（T） nonmetal ultrasonic test meter to study the velocity characteristics of P-waves. The experimental results indicate that the P-wave velocity is affected by soil materials, temperature, and external loads, so the P-wave velocity is different in frozen silt and frozen sand, but all decrease with an increase of temperature and increase at first and then decrease with strain during the loading process. There is an exponential relationship between uniaxial compressive strength and P-wave ve- locity, and the correlation between them is very good. The characteristic parameters of acoustic waves can, to some extent, reflect the development of internal cracks in frozen soils during loading.
基金
supported by the National Natural Science Foundation of China (No. 41271080)
the National Basic Research Program ("973") of China (No. 2012CB026102)
the Western Project Program of the Chinese Academy of Sciences (No. KZCX2-XB3-19)
