| contributor author | Jey K. Jeyapalan | |
| contributor author | Reynold Watkins | |
| date accessioned | 2017-05-08T21:04:22Z | |
| date available | 2017-05-08T21:04:22Z | |
| date copyright | January 2004 | |
| date issued | 2004 | |
| identifier other | %28asce%290733-947x%282004%29130%3A1%2843%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/37580 | |
| description abstract | The design of buried flexible pipe involves checking for load-induced deflection, buckling strength, strain or stress under internal pressure, strain or stress from combined loading, and handling stiffness. Most of these design checks involve using the design parameter commonly referred to as the modulus of soil reaction, | |
| publisher | American Society of Civil Engineers | |
| title | Modulus of Soil Reaction (E′) Values for Pipeline Design | |
| type | Journal Paper | |
| journal volume | 130 | |
| journal issue | 1 | |
| journal title | Journal of Transportation Engineering, Part A: Systems | |
| identifier doi | 10.1061/(ASCE)0733-947X(2004)130:1(43) | |
| tree | Journal of Transportation Engineering, Part A: Systems:;2004:;Volume ( 130 ):;issue: 001 | |
| contenttype | Fulltext | |
