Assessment of a compaction indicator for oscillation rollers with a lumped parameter model

Abstract

The stick–slip motion of the drum of four different oscillation rollers during near-surface compaction of non-cohesive soils was studied based on a lumped parameter model of the interacting oscillation roller–subsoil system. The aim of the study was to assess a novel compaction indicator for continuous compaction control with oscillation rollers, which was empirically found on the basis of field tests with a specific roller. In a comprehensive sensitivity study, the excitation frequency, the coefficient of friction at the contact between the drum and subsoil and the properties of the suspension between drum and frame were varied in order to demonstrate their impact on the drum response and thus on the compaction indicator. The results of this study essentially confirm the compaction indicator for the considered oscillation rollers for a wide range of soil stiffness. The found application limits of this value are clearly influenced by the device parameters and the operating oscillation frequency.

A Review on Roller Compaction Quality Control and Assurance Methods for Earthwork in Five Application Scenarios

“…Continuous detection of compaction quality is the key to realizing compaction quality monitoring of earthwork. With the development of the economy and the construction of earthwork, various types of continuous detection methods for compaction quality have been put forward in succession [ 115 , 116 , 117 , 118 , 119 , 120 , 121 , 122 , 123 , 124 , 125 , 126 , 127 , 128 , 129 , 130 , 131 , 132 , 133 , 134 , 135 , 136 , 137 , 138 , 139 , 140 , 141 , 142 , 143 , 144 , 145 , 146 , 147 , 148 , 149 , 150 , 151 , 152 , 153 , 154 , 155 , 156 , 157 , 158 , 159 , 160 , 161 , 162 , ...…”

“…Paulmichl et al [ 153 ] established a lumped parameter model with 3-DOF of the interacting oscillation roller–subsoil system. With the continuous development of compaction theory and compaction machinery, the vibratory and oscillating roller appeared.…”

Research on Identification Model of Continuous Compaction Based on Energy Dissipation

“…e energy model of continuous compaction control can be obtained from equations ( 1), ( 6), (8), and ( 9):…”

“…Moreover, it is difficult to get results quickly during sample inspection, which causes delays in the construction period. In addition, it belongs to postevent control, which is not conducive to the process management of the owner, supervision and construction contractor [8,9]. Hence, the conventional method is difficult to meet the needs of the rapid development of filling engineering.…”