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contributor authorJian-Long Zheng
contributor authorRui Zhang
contributor authorHe-Ping Yang
date accessioned2017-05-08T21:18:37Z
date available2017-05-08T21:18:37Z
date copyrightApril 2009
date issued2009
identifier other%28asce%290899-1561%282009%2921%3A4%28154%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/46526
description abstractEngineering problems with expansive soils in subgrades complicate highway construction in expansive soil areas of China. To research and solve the engineering problems, a Chinese research group carried out extensive research as part of the construction of a highway in Ningming Basin, a typical expansive soil area in China. The research on Ningming expansive soils is presented, including laboratory studies of soil properties, modified California bearing ratio tests for evaluating the bearing capacity, and wet compaction tests for obtaining the parameters to control field compaction when using expansive soils as embankment fill. The field investigations of slope failures also are introduced, including analysis of the investigations. New techniques for using expansive soils in embankments, and stabilizing cut slopes consisting of expansive soils, were developed and applied into the trial sections of the highway by the research group, based on their research and investigations. The measures proved successful and were used to solve the technical problems related to the NanYou Highway subgrade construction. The outcomes of the research also may prove useful in the construction of such projects as railway and hydraulic works.
publisherAmerican Society of Civil Engineers
titleHighway Subgrade Construction in Expansive Soil Areas
typeJournal Paper
journal volume21
journal issue4
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/(ASCE)0899-1561(2009)21:4(154)
treeJournal of Materials in Civil Engineering:;2009:;Volume ( 021 ):;issue: 004
contenttypeFulltext


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