Dynamic Properties of Sand-Sawdust Mixture for Modeling Deposit Soil

Abstract

Soil mixtures with various materials such as scraps of rubber tire, iron powder, and synthetic fibers have been widely used in civil engineering for experimental research or infrastructure construction and maintenance. However, these materials are not only expensive, but may also result in environmental concerns. In recent years, sawdust, because of its light-weight, inexpensive, and environmental friendly characteristics, has frequently been used in the shaking table test to adjust the dynamic properties of experimental soil. However, the dynamic properties of a sand-sawdust mixture for the shaking table test are still unclear. In this paper, the dynamic properties and the hysteresis curve characteristics of the sand-sawdust mixture as well as the influence of the sawdust content and confining pressure on the dynamic properties were studied using a series of consolidated drained dynamic triaxial tests. The test results show that, with the increase of the shear strain, the shape of the hysteresis loops changes from symmetrical willow-leaf to asymmetry sharp-leaf. For a given confining pressure, both the shear modulus and damping ratio decreases as the sawdust percentage increases. It was observed that, with an increase in confining pressure, the shear modulus increased while the damping ratio decreased slightly in the shear strain range of 10−3 to 7×10−3. It was also observed that the maximum shear modulus increased as the confining pressure increased, while the maximum damping ratio remained nearly constant. In addition, both the maximum shear modulus and the maximum damping ratio decreased as the sawdust content increased. Finally, the normalized shear modulus and damping ratio were established, which can be used in simulations using the shaking table test.

Experimental investigation on dynamic behavior of silt-rich fly ash using cyclic triaxial and bender element tests

“…It can be noticed from the present analysis that G increases with the increase in σ c ′. A similar type of observation has been found in other materials, also [72,77]. The percent variation in G of fly ash was observed to be 22.81%, 21.01%, and 26.06%, with the cyclic shear strains from 0.6 to 1.5% at confining pressures of 70 kPa, 80 kPa, and 100 kPa, respectively.…”

“…To simulate higher in situ confining pressure, the effective confining pressure of 70 kPa, 80 kPa, and 100 kPa has been considered here. Many previous studies have also taken the confining pressure between 10 and 150 kPa [71,72]. The experimental program considered in the present study is shown in the form of flowchart in Fig.…”