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Soil Restraint to Oblique Movement of Buried Pipes in Dense Sand
Publisher: American Society of Civil Engineers
Abstract: The soil restraints to oblique movement of buried pipes in dense sand were investigated. Model pipes 0.61 m long with diameters of 152.4, 228.6, and 304.8 mm were obliquely moved from an axial-longitudinal to a lateral-transversal ...
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