Effect of Water Content on Strength of Alluvial Silt in The Lower Yellow River

Abstract

In order to study the strength characteristics of alluvial silt in the lower Yellow River Channel at Luokou, Jinan, by varying the moisture content five times, direct shear tests were conducted and soil–water characteristics curves were obtained to explore the relationships between moisture content and matric suction as well as the bishop coefficient and shear strength. The soil–water characteristics curve test shows that the water retention curve of silt samples in the lower Yellow River can be fitted by the VG (Van Genuchten) model with the appropriate fitting coefficients. The direct shear test reveals that the relationship between shear stress and shear displacement alters from the shear softening type to the hardening type with the increase in moisture content and normal stress. The cohesion has a nonlinear inverse relationship with moisture content while a small variation is reported in the internal friction angle. Finally, a simple shear strength equation for silt in the lower Yellow River is proposed in relation to moisture content, to define the relationship between the effective stress parameter and the matric suction for future engineering purposes.

Bearing Capacity of Shallow Foundations on Unsaturated Silty Soils

“…where B is the width of the foundation; L is the length of the foundation; and N unsat is the UBC factor in unsaturated soils, which was obtained using back analysis by Oh and Vanapalli (2013) [18]. In addition, for the estimation of the UBC of foundations on coarse-grained unsaturated soils under drained loading conditions, equations based on the modification of the UBC equation (Equation ( 4)) proposed by Terzaghi (1943) [1] for strip foundations on saturated soils is available in the literature [12,13,15,26,29,30,32,34].…”

“…Therefore, research on the behavior of unsaturated soils has been prioritized over the last ten years. In the literature, experimental studies have been conducted under both drained and undrained conditions [12][13][14][15][16][17][18][19][20][21][22][23][24][25][26][27][28][29]. In general, research in this area has aimed to improve understanding of the mechanical behavior of unsaturated soils and to develop appropriate methods for assessing the bearing capacity of unsaturated soils.…”