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The research is focused on punching shear failure of reinforced ground supported slab.
Both the reinforced ground and the natural ground are assumed to be linear-elastic prior to the yield.
This paper focuses and presents results concerning the punching shear failure of a 6.00 m × 6.00 m × 0.15 m synthetic fibre reinforced ground supported slab.
For the reinforced ground studied in this paper, the reliability is mainly governed by the uncertainties in Young's moduli of the soil and reinforced columns.
{text{E}}_{text{P}} = alpha cdot {text{P}}where, EP: modulus of elasticity of reinforced ground of rock bolt (MPa), α: constant according to pretension (Table 3), P: rock bolt pretension (kN).
As a result of the regression analysis, the relationship between the pretension of the rock bolt and the modulus of elasticity of the reinforced ground can be expressed into the following equation.
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Second, the conceptual process for reinforcing ground contact pressure and soil bearing force is proposed.
This embankment system incorporates reinforced earth embankments with soil nails, installed in the existing ground.
The punching shear resistance of reinforced concrete ground supported slab represents a wide category of concrete structure and subsoil interaction problems.
This paper presents results of an ongoing investigation undertaken by the authors concerning the mechanical and physical properties of fibre reinforced concrete ground slabs at an industrial scale.
{text{E}}_{text{L}} = {text{aL}}^{2} + {text{bL}} + {text{c}}where, EL: Modulus of elasticity (MPa) of rock bolt-reinforce ground; a, b, c: constants according to cantilever length (Table 4); L: cantilever length (m).
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