1983
DOI: 10.1016/0022-4898(83)90028-9
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On the characterization of the shear stress-displacement relationship of terrain

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1984
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Cited by 59 publications
(20 citation statements)
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“…The shear stress increases with the shear displacement and then approaches a constant value. This feature was observed for the internal shearing of dry sand, saturated clay, fresh snow and peat, and plate-soil shearing of sand, peat, snow and muskeg (Kacigin and Guskovt, 1968), (Wong and Preston-Thomas, 1983), (Okello, 1991). To describe these shear stress-displacement relationships, Janosi and Hanomoto modified the Bekker model, resulting in (Janosi, 1961):…”
Section: Shear Stress-displacement Modelsmentioning
confidence: 99%
See 1 more Smart Citation
“…The shear stress increases with the shear displacement and then approaches a constant value. This feature was observed for the internal shearing of dry sand, saturated clay, fresh snow and peat, and plate-soil shearing of sand, peat, snow and muskeg (Kacigin and Guskovt, 1968), (Wong and Preston-Thomas, 1983), (Okello, 1991). To describe these shear stress-displacement relationships, Janosi and Hanomoto modified the Bekker model, resulting in (Janosi, 1961):…”
Section: Shear Stress-displacement Modelsmentioning
confidence: 99%
“…where τ is the shear stress, j is the shear displacement, τ max is the shear strength that can be characterized by the Mohr-Coulomb equation, j 0 is the shear displacement at the maximum shear stress τ max , and 1 K and 2 K are empirical model parameters. Wong pointed out that determining the values of 1 K and 2 K for the Bekker shear stress-displacement model is involved (Wong and Preston-Thomas, 1983).…”
Section: Shear Stress-displacement Modelsmentioning
confidence: 99%
“…The major attention to a proper mechanical characterisation of the terrain for predicting trafficability and traction performance is testified by many works (Wills, 1963;Wong, Garber, Radforth, & Dowell, 1979;Wong, Radforth, & Preston-Thomas, 1982;Wong & Preston-Thomas, 1983). Upadhyaya and Wulfsohn (1993) presented an instrumented device to obtain the soil parameters related to traction.…”
Section: Introductionmentioning
confidence: 99%
“…The proposed approach was used to model and simulate full vehicle dynamics. (Wong 1983), (Wong & Preston, 1983), (Wong & Garber, 1984) (Wong & Bekker, 1985), (Wong 1989), and (Wong, 2001) developed several comprehensive soil modeling formulations that could be used to model track-terrain interaction. The dynamic parameters for different soils could be found experimentally.…”
Section: Introductionmentioning
confidence: 99%