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Load-Bearing Capacity of Incisors Restored Using Fiber-Reinforced Composite Post-Core Systems. [PDF]
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Bearing Capacity of Desiccated Tailings
Journal of Geotechnical and Geoenvironmental Engineering, 1999The development of matric suctions in soils contributes to their shear strength, resulting in an enhanced factor of safety against bearing-capacity failure. In this paper, matric suction profiles of desiccated mine tailings are predicted from a steady-state solution for evaporative conditions, and from an isothermal mathematical model that simulates ...
Rassam, D. W., WILLIAMS, D. J.
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Compressibility and Bearing Capacity
Journal of the Geotechnical Engineering Division, 1981Small-scale model footing tests were carried out on two frictional soils having identical strength characteristics and different deformation characteristics. The results emphasized the importance of soil compressibility. Test results are compared with existing analyical methods dealing with the bearing capacity of compressible soils. The suitability of
Nabil F. Ismael, Aleksandar S. Vesic
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2020
Previous content discusses calculation of the ground limit load and has stated that the limit load is the maximum load for the ground to bear and distribution forms of the limit load in field failure mode are determined. Actually, major factors for determining the ground limit load are two: One is load boundary condition of the foundation bottom (e.g.,
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Previous content discusses calculation of the ground limit load and has stated that the limit load is the maximum load for the ground to bear and distribution forms of the limit load in field failure mode are determined. Actually, major factors for determining the ground limit load are two: One is load boundary condition of the foundation bottom (e.g.,
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2023
Abstract This chapter discusses the theory behind the well-known formulae for the bearing capacity of soils. Theoretical solutions for an infinitely long strip foundation on a weightless soil, with the soil above the founding plane acting simply as a surcharge, are presented for both total stress and effective stress failure criteria.
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Abstract This chapter discusses the theory behind the well-known formulae for the bearing capacity of soils. Theoretical solutions for an infinitely long strip foundation on a weightless soil, with the soil above the founding plane acting simply as a surcharge, are presented for both total stress and effective stress failure criteria.
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Bearing Capacity of Foundations
Journal of the Soil Mechanics and Foundations Division, 1962Theory developed indicating that sliding surface is composed of plane and circular cylinders that intersect symmetrical axis of foundation and ground level at angle adequate to demands of statics; distribution of stresses acting on sliding surface is determined from Koetter equation; method is shown to be in good conformity with Muhs' results obtained ...
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Nomograph for Bearing Capacity
Journal of the Soil Mechanics and Foundations Division, 1971KRIZEK HAS SIMPLIFIED TERZAGHI'S GENERAL EQUATIONS FOR BEARING CAPACITY BY ADOPTING CERTAIN APPROXIMATIONS, THE SIMPLIFIED EXPRESSIONS BEING WITHIN 15% OF TERZAGHI'S FOR ANGLES OF INTERNAL FRICTION LESS THAN 35 DEG. IN THE PRESENT WORK A NOMOGRAPH IS PRESENTED BASED ON THE SIMPLIFIED EQUATIONS, TO BE USED AS A TOOL FOR RAPID DETERMINATION OF BEARING ...
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Bearing Capacity and Foundations
2015Foundations are structural elements that transmit loads from structures to the underlying soil. The choice of the appropriate type of foundation is governed by some important factors such as the nature of the structure, the loads exerted by the structure, the subsoil characteristics, and the allotted cost of foundations.
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Bearing capacity of foundations
1994The purpose of a structural foundation is to transfer the structural loads safely to the ground below. Failure of a foundation may take one of two forms [11.9]: (a) Catastrophic collapse of the soil beneath the foundation, if the shear strength is inadequate to support the applied load.
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1984
DUE TO COPYRIGHT RESTRICTIONS ONLY AVAILABLE FOR CONSULTATION AT ASTON UNIVERSITY LIBRARY AND INFORMATION SERVICES WITH PRIOR ...
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DUE TO COPYRIGHT RESTRICTIONS ONLY AVAILABLE FOR CONSULTATION AT ASTON UNIVERSITY LIBRARY AND INFORMATION SERVICES WITH PRIOR ...
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