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Results for both materials demonstrate shear-induced dilatation and increasing shear strength with increasing confining pressure.
The width of the shear lag zone reduces with increasing shear strength of the matrix.
The behavior of drag anchor under unidirectional and combined loading in soil with linearly increasing shear strength profile is seldom investigated.
The effectiveness of tack coat in increasing shear strength may be affected by multiple factors, such as tack coat material, test condition, pavement surface condition, and moisture.
This paper presents the results of a numerical investigation into the undrained vertical bearing capacity of rough ring foundations resting on two-layered clays of both homogeneous and linearly increasing shear strength profiles.
The current 2D finite element studies investigate the anchor behavior for a horizontal anchor fluke in clay with linearly increasing shear strength under unidirectional vertical, horizontal and rotational loadings first.
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Undrained stability of an opening in underground walls in clays with constant and linearly increasing shear strengths with depth was investigated by two-dimensional finite element limit analysis under plane strain condition.
Alternative methods to increase shear strength were briefly reviewed.
Biodeposition has increased shear strength in the triaxial compression test.
The increased shear strength and hardness can be rationalized based on the strain hardening process due to application of the ultrasonic energy.
These models are then used to conduct nonlinear lateral load analyses to evaluate the following three wall retrofit methods recommended by ASCE 41-06: (1) reduction of flexural strength; (2) addition of concrete confinement; and (3) increased shear strength.
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