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dc.contributor.authorHu, Huezh_CN
dc.contributor.authorZhu, Mengyunzh_CN
dc.contributor.author胡华zh_CN
dc.date.accessioned2015-07-22T02:02:56Z
dc.date.available2015-07-22T02:02:56Z
dc.date.issued2011zh_CN
dc.identifier.citationADVANCES IN BUILDING MATERIALS, PTS 1-3, 2011,261-263:1070-1073zh_CN
dc.identifier.otherWOS:000306441600208zh_CN
dc.identifier.urihttps://dspace.xmu.edu.cn/handle/2288/85474
dc.descriptionConference Name:International Conference on Civil Engineering and Building Materials (CEBM). Conference Address: Kunming, PEOPLES R CHINA. Time:JUL 29-31, 2011.zh_CN
dc.description.abstractThe soft soil is covered widely in China. Soft soil has obvious rheological character, it will induce landslide etc serious geologic disasters, and make severe threaten to stability and security of projects. The dynamic loading such as earthquake, raging billow, vibration are the important factors and mainly power of inducing landslide geological disaster. The rheological parameters of soft soil are tested and analyzed under dynamic loading, and the rheological model of soft soil is established. All these have important theory and actual signification for us to reveal rheological dynamic mechanism of landslide geological disaster under dynamic loading.zh_CN
dc.language.isoen_USzh_CN
dc.publisherADV MATER RES-SWITZzh_CN
dc.source.urihttp://dx.doi.org/10.4028/www.scientific.net/AMR.261-263.1070zh_CN
dc.titleResearch on Dynamic Rheological Parameters and Rheological Model of Soft Soilzh_CN
dc.typeConferencezh_CN


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