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 under the compaction backfill condition. (a) Liner. (b) Valley. (c) Crest.</div>

Mathematical Problems in Engineering

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Figure 11

Figure 11: Numerical Investigation of the Short-Term Mechanical Response of Buried Profiled Thermoplastic Pipes with Different Diameters to External Loads 

Figure 11 | Numerical Investigation of the Short-Term Mechanical Response of Buried Profiled Thermoplastic Pipes with Different Diameters to External Loads 