Study on the Lateral Soil Resistance Acting on the Buried Pipeline
Pipe-soil interaction is a crucial problem in the global buckling design of submarine pipeline under thermal stresses. Three different diameter pipe segments were adopted to simulate the pipeline. The pipe segments lateral displacement and the corresponding suffered soil resistance were measured dur...
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| Veröffentlicht in: | Journal of coastal research 2015-01, Vol.SI (73), p.391-391 |
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| creator | Liu, Run Guo, Shaozeng Yan, Shuwang |
| description | Pipe-soil interaction is a crucial problem in the global buckling design of submarine pipeline under thermal stresses. Three different diameter pipe segments were adopted to simulate the pipeline. The pipe segments lateral displacement and the corresponding suffered soil resistance were measured during the tests. The tests were carried out separately for the pipe segments with different diameters and different depth to diameter ratios. The test data showed that the lateral soil resistance acting on the pipe depends on the soil properties and pipe diameter and depth-to-diameter ratio. A numerical method was established to simulate the test data. Based on the results fitting well to the test data, the developed method was applied to analyzing the soil resistance acting on actual size pipelines. The relationship between the peak resistance and the corresponding displacement was obtained with considering the pipe diameter and depth to diameter ratio. The proposed formulae are good to study lateral global buckling of submarine pipelines under thermal stresses. |
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Three different diameter pipe segments were adopted to simulate the pipeline. The pipe segments lateral displacement and the corresponding suffered soil resistance were measured during the tests. The tests were carried out separately for the pipe segments with different diameters and different depth to diameter ratios. The test data showed that the lateral soil resistance acting on the pipe depends on the soil properties and pipe diameter and depth-to-diameter ratio. A numerical method was established to simulate the test data. Based on the results fitting well to the test data, the developed method was applied to analyzing the soil resistance acting on actual size pipelines. The relationship between the peak resistance and the corresponding displacement was obtained with considering the pipe diameter and depth to diameter ratio. The proposed formulae are good to study lateral global buckling of submarine pipelines under thermal stresses.</description><identifier>ISSN: 0749-0208</identifier><identifier>EISSN: 1551-5036</identifier><language>eng</language><publisher>Fort Lauderdale: Allen Press Inc</publisher><subject>Buckling ; Displacement ; Finite element analysis ; Laboratories ; Numerical analysis ; Pipe ; Pipelines ; Polyvinyl chloride ; Segments ; Soil (material) ; Soil properties ; Steel pipes ; Thermal stresses ; Underwater structures</subject><ispartof>Journal of coastal research, 2015-01, Vol.SI (73), p.391-391</ispartof><rights>Copyright Allen Press Publishing Services Winter 2015</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><link.rule.ids>314,780,784</link.rule.ids></links><search><creatorcontrib>Liu, Run</creatorcontrib><creatorcontrib>Guo, Shaozeng</creatorcontrib><creatorcontrib>Yan, Shuwang</creatorcontrib><title>Study on the Lateral Soil Resistance Acting on the Buried Pipeline</title><title>Journal of coastal research</title><description>Pipe-soil interaction is a crucial problem in the global buckling design of submarine pipeline under thermal stresses. Three different diameter pipe segments were adopted to simulate the pipeline. The pipe segments lateral displacement and the corresponding suffered soil resistance were measured during the tests. The tests were carried out separately for the pipe segments with different diameters and different depth to diameter ratios. The test data showed that the lateral soil resistance acting on the pipe depends on the soil properties and pipe diameter and depth-to-diameter ratio. A numerical method was established to simulate the test data. Based on the results fitting well to the test data, the developed method was applied to analyzing the soil resistance acting on actual size pipelines. The relationship between the peak resistance and the corresponding displacement was obtained with considering the pipe diameter and depth to diameter ratio. The proposed formulae are good to study lateral global buckling of submarine pipelines under thermal stresses.</description><subject>Buckling</subject><subject>Displacement</subject><subject>Finite element analysis</subject><subject>Laboratories</subject><subject>Numerical analysis</subject><subject>Pipe</subject><subject>Pipelines</subject><subject>Polyvinyl chloride</subject><subject>Segments</subject><subject>Soil (material)</subject><subject>Soil properties</subject><subject>Steel pipes</subject><subject>Thermal stresses</subject><subject>Underwater 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Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Liu, Run</au><au>Guo, Shaozeng</au><au>Yan, Shuwang</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Study on the Lateral Soil Resistance Acting on the Buried Pipeline</atitle><jtitle>Journal of coastal research</jtitle><date>2015-01-01</date><risdate>2015</risdate><volume>SI</volume><issue>73</issue><spage>391</spage><epage>391</epage><pages>391-391</pages><issn>0749-0208</issn><eissn>1551-5036</eissn><abstract>Pipe-soil interaction is a crucial problem in the global buckling design of submarine pipeline under thermal stresses. Three different diameter pipe segments were adopted to simulate the pipeline. The pipe segments lateral displacement and the corresponding suffered soil resistance were measured during the tests. The tests were carried out separately for the pipe segments with different diameters and different depth to diameter ratios. The test data showed that the lateral soil resistance acting on the pipe depends on the soil properties and pipe diameter and depth-to-diameter ratio. A numerical method was established to simulate the test data. Based on the results fitting well to the test data, the developed method was applied to analyzing the soil resistance acting on actual size pipelines. The relationship between the peak resistance and the corresponding displacement was obtained with considering the pipe diameter and depth to diameter ratio. The proposed formulae are good to study lateral global buckling of submarine pipelines under thermal stresses.</abstract><cop>Fort Lauderdale</cop><pub>Allen Press Inc</pub><tpages>1</tpages></addata></record> |
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| source | Jstor Complete Legacy |
| subjects | Buckling Displacement Finite element analysis Laboratories Numerical analysis Pipe Pipelines Polyvinyl chloride Segments Soil (material) Soil properties Steel pipes Thermal stresses Underwater structures |
| title | Study on the Lateral Soil Resistance Acting on the Buried Pipeline |
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