Please use this identifier to cite or link to this item: https://doi.org/10.1061/40864(196)27
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dc.titleAn experiment study on rapid pullout test of soil nail in sand
dc.contributor.authorTan, S.A.
dc.contributor.authorOoi, P.H.
dc.date.accessioned2014-06-19T05:48:29Z
dc.date.available2014-06-19T05:48:29Z
dc.date.issued2006
dc.identifier.citationTan, S.A.,Ooi, P.H. (2006). An experiment study on rapid pullout test of soil nail in sand. Geotechnical Special Publication (152) : 199-206. ScholarBank@NUS Repository. <a href="https://doi.org/10.1061/40864(196)27" target="_blank">https://doi.org/10.1061/40864(196)27</a>
dc.identifier.isbn0784408645
dc.identifier.issn08950563
dc.identifier.urihttp://scholarbank.nus.edu.sg/handle/10635/74055
dc.description.abstractThis paper describes the experiment work done to investigate the rapid pullout behaviour of soil nail embedded in dry clean sand. In rapid pullout test, the head of test nail was loaded by an impulse tensile load and its resultant load displacement behaviour was then compared to that of corresponding quasi static test. The results of test with rough nail and smooth nail are presented in this paper. The experimental results on rough nail reveal that the 'actual' damping coefficient in the pre-peak region was a displacement dependent parameter that decreases with pullout displacement. The softening of pullout load in post-peak region of rapid pullout test was more 'drastic' than that of a quasi static test. The results on smooth nail reveal that zero damping effect was mobilized in the rapid pullout test. Copyright ASCE 2006.
dc.description.urihttp://libproxy1.nus.edu.sg/login?url=http://dx.doi.org/10.1061/40864(196)27
dc.sourceScopus
dc.typeConference Paper
dc.contributor.departmentCIVIL ENGINEERING
dc.description.doi10.1061/40864(196)27
dc.description.sourcetitleGeotechnical Special Publication
dc.description.issue152
dc.description.page199-206
dc.description.codenGSPUE
dc.identifier.isiutNOT_IN_WOS
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