Numerical Investigation of the Short-Term Mechanical Response of Buried Profiled Thermoplastic Pipes with Different Diameters to External Loads

<div>Circumferential strain distribution for the pipes with different diameters when the backfill on the left side of layer 02 is loose. (a) Liner. (b) Valley. (c) Crest.</div>

Mathematical Problems in Engineering

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Figure 14

Figure 14: Numerical Investigation of the Short-Term Mechanical Response of Buried Profiled Thermoplastic Pipes with Different Diameters to External Loads 

Figure 14 | Numerical Investigation of the Short-Term Mechanical Response of Buried Profiled Thermoplastic Pipes with Different Diameters to External Loads 