Bearing Capacity of Shallow Foundations on Unsaturated Silty Soils

Abstract

In general, the ultimate bearing capacity (UBC) of shallow foundations on unsaturated soils is characterized by the conventional shear strength (SS) parameters in which saturated theories are applied. However, in this case, it is clear that the foundations designed using the obtained values from the saturated cases not be economical. In recent years, procedures have been developed to estimate the UBC of foundations on unsaturated soils, that take into account drained and undrained loading conditions. However, these studies generally concentrate on sandy soils. The validity of the results proposed in the literature should be tested for other soils. Therefore, this paper includes a conventional direct shear box (DSB) test to determine the unsaturated SS of statically compacted silty soil, and a series of model tests were performed to determine the foundation’s UBC. In the experimental model setup, the UBC values of different types and sizes of model foundations on silty soil layers with a different soil saturation degrees (SSDs)/matric suctions (MSs) and different void ratio values were measured. In addition, the soil-water characteristic curves (SWCCs) and SS parameters of unsaturated silt were obtained. Using the experimental results, a new equation is proposed for the characterization of the UBC of shallow foundations on unsaturated silty soils. Using this equation, the UBC of unsaturated soils can be determined based on the results of unconfined compressive strength tests (UC) measured on unsaturated soil samples and based on the degree of saturation and the fitting parameter. The results indicate that the measured bearing capacity values obtained via the model footing test, shows a good consistency with those obtained by the proposed equation.

Effects of moisture content on strength and compression properties of foundation soils of cultural relics in areas flooded by the Yellow River

“…In addition, the cohesion and the angle of internal friction decreased as the moisture content increased. (Yilmazoglu and Ozocak, 2023) derived a formula to calculate the ultimate bearing capacity of shallow foundations (new unsaturated silt-sand soils) through direct shear tests on different unsaturated silty soils. (Uyeturk and Huvaj, 2021) performed direct shear tests on compacted residual soils and found that soil shear strength increased as soil saturation decreased.…”