Erratum for “Strength Anisotropy of Layered Soil System”
نویسندگان
چکیده
منابع مشابه
Investigation of Shear Strength Anisotropy of c- &phi Soils
Cohesive-frictional soils are widely used in the construction of embankment structures and due to the method of construction, i.e. applying compactive efforts in the vertical direction in these cases, the occurrence of anisotropy in the soil strength and permeability seems to be inevitable. In this study, attempts have been made to evaluate the shear strength of c-f soils through modifying a l...
متن کاملInvestigation of Shear Strength Anisotropy of c- &phi Soils
Cohesive-frictional soils are widely used in the construction of embankment structures and due to the method of construction, i.e. applying compactive efforts in the vertical direction in these cases, the occurrence of anisotropy in the soil strength and permeability seems to be inevitable. In this study, attempts have been made to evaluate the shear strength of c-f soils through modifying a l...
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Rock anisotropy plays an important role in engineering behavior of rocks. Slates are anisotropic rocks which have long been used for gable roof, floor tiles, borrow materials, and other purposes. The slates studied in this research are calcareous and have a porphyro-lepidoblastic texture. To determine the role of the anisotropy on the tensile strength and fracture pattern, two variables includi...
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We present a simple theoretical model for the diffusion of free carriers in layered semiconducting compounds, for which a small concentration of dopants (guest layers) disturb the system conductance, resulting in a strong anisotropy across and along the layers, which depends on the temperature of the system, as well as on the barrier lowering caused by the applied voltage. This model is based o...
متن کاملA Method for Determination of the Fundamental Period of Layered Soil Profiles
In this study, a method is proposed to determine the fundamental period of layered soil profiles. A model considering the layered soil as shear type structure is used. At first, the soil profile is divided into substructures. Then, the stiffness matrices of the substructures considered as the equivalent shear structures are assembled according to the Finite Element Method. Thereinafter, the sti...
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ژورنال
عنوان ژورنال: Journal of the Geotechnical Engineering Division
سال: 1981
ISSN: 0093-6405,2690-246X
DOI: 10.1061/ajgeb6.0001214