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contributor authorMing-Hua Zhao
contributor authorXin-Jun Zou
contributor authorPatrick X. Zou
date accessioned2017-05-08T21:18:20Z
date available2017-05-08T21:18:20Z
date copyrightMay 2007
date issued2007
identifier other%28asce%290899-1561%282007%2919%3A5%28404%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/46307
description abstractThe properties of red sandstone, such as structures and compositions and disintegration characteristics, were investigated through a series of tests including laboratory tests, a large-scale simulated experimental test, and tests in a section of a highway in China. With the disintegration tests, red sandstone was classified according to its engineering properties. With the understanding of the properties of red sandstone, the filling methods, and the construction techniques of roadbeds and embankments, including quality control and quality examination with associated criteria, were developed. This paper confirmed that these techniques can be successfully applied to solve a series of difficult problems in highway construction in red sandstone regions with considerable potential economical benefits and significant technological and engineering values.
publisherAmerican Society of Civil Engineers
titleDisintegration Characteristics of Red Sandstone and Its Filling Methods for Highway Roadbed and Embankment
typeJournal Paper
journal volume19
journal issue5
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/(ASCE)0899-1561(2007)19:5(404)
treeJournal of Materials in Civil Engineering:;2007:;Volume ( 019 ):;issue: 005
contenttypeFulltext


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