Experimental investigation on the resilient response of unbound graded aggregate materials by using large-scale dynamic triaxial tests

Abstract

Resilient modulus is an important response index for unbound graded aggregate materials (UGAM) as a drainage layer in pavement structure. In this paper, a large-scale dynamic triaxial test (300 mm in diameter and 600 mm in height) is conducted with four gradations under conditions of repeated loading tests to investigate the resilient responses with various stress levels and water contents. Then, a model is introduced to quantify the moisture sensitivity of the resilient response of UGAM with the consideration of stress level, fine fraction porosity and gradation. Through comparison between experimental and predicted values, the proposed model is validated and shows that the resilient modulus at certain water content level can be predicted well when the resilient modulus at other water content level is known by experiment.

Keywords:

• unbound graded aggregates material
• granular material
• dynamic triaxial test
• resilient modulus
• gradation effect

ORCID

Dan Han-Cheng http://orcid.org/0000-0002-2817-3005

Additional information

Funding

This research has been supported by the the National Natural Science Foundation of China [grant number 51308554], and Hunan Transportation Science and Technology Foundation of China [grant number 201622] to the first author. This research has been also supported by the Fundamental Research Funds for the Central Universities of Central South University [grant number 2015zzts243] to the second author.