《Table 2Value s of f for various type s of e xte rnal pipe line coating》
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《Submarine Pipeline Lateral Global Buckling and Buckling Failure Critical State Discussion》
H is embedding depth,and D is pipeline outer diameter.c is soil cohesion,andγ'is soil sub-w eight.ThecorrespondingdisplacementvalueSΔis determined by SΔ=0.04(H+D/2)≤0.1D~0.15D.The values of a,b,c,d,e and x are show n in Table1.
图表编号 | XD0024934800 严禁用于非法目的 |
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绘制时间 | 2018.10.01 |
作者 | Zhaohui Hong、Run Liu |
绘制单位 | State Key Laboratory of Hydraulic Engineering Simulation and Safety,Tianjin University、State Key Laboratory of Hydraulic Engineering Simulation and Safety,Tianjin University |
更多格式 | 高清、无水印(增值服务) |
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