Mitigation systems for the uplift of buried pipelines in liquefiable soils under repeated shaking through model tests
نویسندگان
چکیده
The effectiveness of remedial measures for the stability onshore buried pipelines against uplift mechanism induced by soil liquefaction, in event an earthquake, is investigated through 1-g shaking table tests. This study aims at proposing mitigation solutions that may be alternative to already existing and currently adopted systems, accounting a set requirements cannot omitted context long tracks variable conditions, looking cost-effectiveness too. In this paper, performance three systems described, which consist possible arrangement drainpipes typical pipe trench, gravel bag placed above pipeline possibly connected each other, or geogrids installed horizontally deposit pipe. working principle these contrast development responsible embedded their verified under repeated shaking, thus multiple earthquakes occur time span design life. Results model tests show both performed well could employed as industry.
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ژورنال
عنوان ژورنال: Soil Dynamics and Earthquake Engineering
سال: 2021
ISSN: ['1879-341X', '0267-7261']
DOI: https://doi.org/10.1016/j.soildyn.2021.106850