Abstract
The article presents a method for stiffness analysis of the weak bases reinforced with crushed stone cores. Stiffness analysis of the bases reinforced with the geotechnogenic massif in the form of crushed stone cores showed that the maximum settlement of the compressible strata of the soil mass is far less than the maximum permissible value. This makes it possible to increase the design resistance of the base and to choose a more economical structure of the foundation.
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More From: IOP Conference Series: Materials Science and Engineering
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