@inproceedings{f2178dd9ed424544b5066b078f578ca5,
title = "Study on test of the influence of moisture content on creep property of sandy slate coarse-grained soil",
abstract = "Coarse-grained soil is widely used in subgrade engineering, creep property of which is the important factor that affects long-term settlement of fill embankment. The creep property of sandy slate coarse-grained soil under different moisture conditions is analyzed through uniaxial compression creep test on influence rule of moisture content on creep of coarse-grained soil. Relations between moisture contents and creep parameters are studied on the basis of H-K Creep Model. It turns out that moisture content is the important factor that affects creep property of sandy slate coarse-grained soil and using dry or saturated coarse-grained soil is able to decrease long-term settlement of embankment.",
keywords = "Coarse-grained soil, Creep property, Moisture content, Uniaxial test",
author = "Qun Liu and Xiang Wang and Song, {Xiao Dong}",
year = "2013",
doi = "10.4028/www.scientific.net/AMM.405-408.1733",
language = "English",
isbn = "9783037858578",
series = "Applied Mechanics and Materials",
pages = "1733--1738",
booktitle = "Progress in Industrial and Civil Engineering II",
note = "2nd International Conference on Civil, Architectural and Hydraulic Engineering, ICCAHE 2013 ; Conference date: 27-07-2013 Through 28-07-2013",
}