Abstract

In order to understand the mechanical properties of the compaction results and to optimize the relevant energy design of the repeated Rapid Impact Compaction (RIC), a series of California Bearing Ratio (CBR) tests were performed on the compaction sample with RIC electro-mechanic system. In this laboratory test, samples were compacted at various RIC impact energy levels. A mass of different weight and various of falling height was used to compact the samples in a CBR cylindrical test. The mass was repeatedly dropped on the anvil plate with a frequency of 30-40 blows per minute. The compaction process carried out by varying number of blows from 5 to 35 for each compacted sample, and all compaction processes were controlled by electro-mechanic new development system. The test results represented that there was a variation of CBR value at the same RIC energy levels. The CBR values at the same energy level with the larger number of blow increased higher in lighter mass, whereas than the RIC energy level for larger masses with the smaller number of blows also occurred with the same trend to the result of relative compaction density test. This advantages that with a better understanding of RIC mechanisms and relevant energy designs, it is a new practical idea to improve compaction degree as well as CBR value on fill construction works with appropriate equipment and lower energy consumption.

Highlights

  • The requirement of earthwork for infrastructure in some Asian countries increased significantly during the last of two decades, due to the rapid development such as in the field of highways, railways, airports, and ports

  • In the practice of earthwork preparation's construction that requires compaction is always associated with the method of proctor test as well as California Bearing Ratio (CBR) as the main method of assessment parameters the results of compaction [6,7]

  • It is intended to be able for the presence of a set of results from this study to observe the effect of various variables in the soil CBR values in the mould compaction

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Summary

Introduction

The requirement of earthwork for infrastructure in some Asian countries increased significantly during the last of two decades, due to the rapid development such as in the field of highways, railways, airports, and ports. One method widely used to stabilize the mechanical properties of the soil is a method of impulses repeated densification by Rapid Impact Compaction (RIC) [1,2,3,4]. This method has been developed and used widely because it offers practical and economical technology with the concept of low energy dynamic compaction [5]. In the practice of earthwork preparation's construction that requires compaction is always associated with the method of proctor test as well as California Bearing Ratio (CBR) as the main method of assessment parameters the results of compaction [6,7]. Because it takes time to get the result and cannot be determined in the field, the prediction and interpretation of the correlation of CBR considered being the most logical and simple [8]

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