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

<div>Comparison of measured and computed values of the strains when layer 02 backfill is locally loose. (a) Circumferential strain in the liner. (b) Circumferential strain in the valley. (c) Circumferential strain in the crest.</div>

Mathematical Problems in Engineering

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Figure 9

Figure 9: Numerical Investigation of the Short-Term Mechanical Response of Buried Profiled Thermoplastic Pipes with Different Diameters to External Loads 

Figure 9 | Numerical Investigation of the Short-Term Mechanical Response of Buried Profiled Thermoplastic Pipes with Different Diameters to External Loads 