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43
Vol

Orientational Analysis of the Vesics Bearing Capacity of Shallow Foundations

February 13, 2020

The determination of the bearing capacity of shallow foundations can be considered as a complex elasto-plastic deformation problem, which is often studied phenomenologically. The phenomenological equations are naturally constructed based on the typical dimensions of the variables involved (unit weight, foundation size, etc.) - all physical laws must gua...

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43
Vol

Hydromechanical Behavior of Soil with Tire Fibers

April 22, 2020
Products derived from tires have been increasingly used for geotechnical engineering applications because of the economic, environmental, and social benefits they provide. The objective of this paper is to analyze the effect of the addition of rubber fibers from unserviceable tires on the hydromechanical behavior of argillaceous soil from the Barreiras Formation...
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43
Vol

Experimental Study of the Group Effect on the Bearing Capacity of Bored Piles in Sandy Soil

October 01, 2019

A foundation design must meet at least the following basic requirements: a) acceptable deformations under the working conditions; b) adequate safety against soil failure; and c) adequate safety against failure of structural elements. For the pile design, depending upon the spacing adopted among them, a pile may affect the other’s behavior. Thi...

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43
Vol

Bottom Reinforcement in Braced Excavations: Coupled Analysis and New Method for Basal-Heave Stability Study

May 26, 2020
Soil-cement bottom reinforcement is commonly used in braced excavations in soft soils, so that ground displacements can be reduced and excavation safety against bottom failure increase. However, there is a lack of studies in the literature regarding such reinforced excavations in which the stability against bottom heave is analysed through mechanical-hydraulic c...
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