On the Response of Asphalt Mixtures under Repeated Impulsive Load
Memoirs of the Faculty of Engineering, Yamaguchi University Volume 21 Issue 3
Page 227-232
published_at 1971
Title
繰返し衝撃を受けるアスファルト合材の性状について
On the Response of Asphalt Mixtures under Repeated Impulsive Load
Creators
Hiwatashi Masami
Creators
Ueda Mitsuru
Source Identifiers
Creator Keywords
Finite volume method
Three-dimensional grooved channel flow
Particle advection
Spiraling flow
When the vehicles run away on a road, a certain point of the pavement comes under influence of dynamic load at a moment. In order to clear the characteristics of asphaltic pavement under repeated impulsive load, writers have performed an experiment as following. Firstly the specimens for Marshall test have been made of coarse-graded, dense-graded asphalt concrete and topeca with or without powdered rubber. And then a test head setting this specimen has been placed into 60℃ water bath as shown in Fig. 1. The whole apparatus has been set under a mechanical compactor for the preparation of CBR test specimen. The rammer of 4.5kg weight has been automatically dropped on the test head covered by a rubber cushion from 45cm height. After a certain number of repeated dropping, measurement of deformation by means of flow meter and Marshall test have been performed for each specimen. The results obtained in these experiments are mentioned and investigated here.
Languages
jpn
Resource Type
departmental bulletin paper
Publishers
山口大学工学部
Date Issued
1971
File Version
Version of Record
Access Rights
open access
Relations
[ISSN]0372-7661
[NCID]AN00244228
Schools
工学部