Abstract

The vertical vibration compaction method (VVCM), heavy compaction method and static pressure method were used to form phyllite specimens with different degrees of weathering. The influence of cement content, compactness, and compaction method on the mechanical properties of phyllite was studied. The mechanical properties of phyllite was evaluated in terms of unconfined compressive strength (Rc) and modulus of resilience (Ec). Further, test roads were paved along an expressway in China to demonstrate the feasibility of the highly weathered phyllite improvement technology. Results show that unweathered phyllite can be used as subgrade filler. In spite of increasing compactness, phyllite with a higher degree of weathering cannot meet the requirements for subgrade filler. With increasing cement content, Rc and Ec of the improved phyllite increases linearly. Rc and Ec increase by at least 15% and 17%, respectively, for every 1% increase in cement content and by at least 10% and 6%, respectively, for every 1% increase in compactness. The higher the degree of weathering of phyllite, the greater the degree of improvement of its mechanical properties.

Highlights

  • The Qinba mountainous area of southern Shaanxi is rich in phyllite

  • The weathered phyllite was subjected to heavy compaction and vertical vibration compaction method (VVCM) tests

  • This is consistent with the characteristics of on-site vibration rolling, and the maximum dry density obtained based on VVCM has a high correlation with the field

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Summary

Introduction

Because phyllite is a kind of soft rock with low strength, poor stability and fragility [1,2,3,4,5], its unconfined compressive strength (Rc) and modulus of resilience (Ec) cannot meet the current subgrade design specifications. It is not suitable for subgrade filling [6,7,8,9].

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