Author:
Zhou Hao,Guo Yongjian,Xu Qiang,Zhang Guixia,Wang Zhen
Abstract
In order to confirm the vibrate compaction energy, the indoor vibration compaction was conducted. Indoor vibration compactor was used to compact skeleton dense cement stabilized aggregate. The acceleration and displacement of the indenter and compaction pressure during the compaction process were measured. The bounce model and the hysteresis curve based on measurement parameters were used to calculate the compaction energy. Three vibration compaction energy were affirmed as: energy of the machinery itself (Eself), energy transmitted from machinery to compacted material (Et) and energy stored by compacted materials (Es). The energy Eself was about 40 J (joule). During each compaction process, energy Et was only 1–1.8 J. In a one-minute compaction process, 2500 J of energy would be transmitted, but only 38 J could be stored by the compacted material.
Subject
Materials Chemistry,Surfaces, Coatings and Films,Surfaces and Interfaces
Reference27 articles.
1. Study on Compaction Mechanism and Construction Technology of Highway Cohesive Soil Subgrade Filling;Wu;Master’s Thesis,2020
2. Test on Vibrated Compaction Properties of Coarse-grained Soil;Feng;China J. Highw. Transp.,2007
3. Study on relation between compaction energy and vibration compaction mechanical parameters;Zhou;J. Shandong Jianzhu Univ.,2017
4. Compaction Behaviour and Prediction of its Characteristics of Fine Grained Soils with Particular Reference to Compaction Energy
5. Study on Structural Types and Composition Design of Semi-Rigid Base Materials;Hu;Ph.D. Thesis,2004
Cited by
1 articles.
订阅此论文施引文献
订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献