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Pile foundations are quite effective, especially in weaker soils, for transferring the structural loads into the underlying ground.
French and British grouting-specialist companies have developed a number of highly engineered chemical grouts, and these are achieving considerable success in advance cementing of weak soil.
The thickness of the weak soil layer is 10 m.
Piles drive their load via weak soil into competent bearing stratum.
The weak soil and the granular piles are idealized as soft and stiff Winkler springs respectively.
Poisson's ratio of weak soil, granular layer and granular piles is taken equal to 0.25.
The modulus of elasticity of weak soil and granular piles are 6000 and 50,000 kN/m2, respectively.
Hyperbolic relationships used to represent the nonlinear behavior of weak soil and granular piles.
The nonlinear behavior of weak soil and granular piles are taken into consideration.
The most common solution for these issues is removing the weak soil and refill it with a good soil.
The method of analysis taking into account the shear effect or the continuity of the granular piles-weak soil composite and the nonlinear behavior of weak soil and granular piles.
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