Wang, J and Haigh, SK and Forrest, G and Thusyanthan, NI (2012) Mobilization distance for upheaval buckling of shallowly buried pipelines. Journal of Pipeline Systems Engineering and Practice, 3. pp. 106-114. ISSN 1949-1190Full text not available from this repository.
Buried pipelines may be subject to upheaval buckling because of thermally induced compressive stresses. As the buckling load of a strut decreases with increasing out of straightness, not only the maximum available resistance from the soil cover, but also the movement of the pipeline required to mobilize this are important factors in design. This paper will describe the results of 15 full-scale laboratory tests that have been carried out on pipeline uplift in both sandy and rocky backfills. The cover to diameter ratio ranged from 0.1 to 6. The results show that mobilization distance exhibits a linear relationship with H=D ratio and that the postpeak uplift force-displacement response can be accurately modeled using existing models. A tentative design approach is suggested; the maximum available uplift resistance may be reliably predicted from the postpeak response, and the mobilization distance may be predicted using the relationships described in this paper. © 2012 American Society of Civil Engineers.
|Uncontrolled Keywords:||Design Geotechnical Mobilization distance Soil-structure interaction Upheaval buckling Uplift resistance|
|Divisions:||Div D > Geotechnical and Environmental|
|Depositing User:||Cron Job|
|Date Deposited:||07 Mar 2014 11:28|
|Last Modified:||26 Jan 2015 03:55|