Compression–shear coupling rheological constitutive model of the deep-sea sediment. Issue 3 (3rd April 2018)

• Record Type: Journal Article
• Authors: Xu, Feng; Rao, Qiu-Hua; Zhang, Jie; Ma, Wenbo
• Is Part Of: Marine georesources & geotechnology. Volume 36:Issue 3(2018)
• Page Start: 288
• Page End: 296
• Publication Date: 2018-04-03
• Subjects: Compression–shear coupling rheological constitutive model -- compression–shear creep test -- endochronic theory -- sediment simulant -- sinkage -- tracked mining vehicle -- traction force; Marine mineral resources -- Periodicals; 551.46
• DOI: 10.1080/1064119X.2017.1286530
• Languages: English
• ISSNs: 1064-119X

Abstract

ABSTRACT: In deep-sea mining engineering, the compression–shear coupling effect of the sediment on the moving tracked mining vehicle must be considered, since it is proved to be existing in compression–shear creep test of the sediment simulant. Based on the endochronic theory, the compression–shear coupling rheological model is established by the definition of intrinsic time and calculation of deviatoric tensor, where the coupling rheological parameters can be obtained by the compression–shear creep test. For simulating sinkage and traction force of the moving tracked mining vehicle, the compression–shear coupling rheological model as well as compressive rheological model and direct shear rheological model (regardless of coupling rheological effect) is programmed and introduced into RecurDyn software (with only traditional elastic–plastic constitutive model) for comparison. Research results show that the sinkage is the largest, and the traction force is the smallest under the compression–shear coupling rheological model, which could better reflect the worse working situation. The compression–shear coupling rheological model could provide theoretical basis for optimal design and safety assessment of the tracked mining vehicle.