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Dilatancy and Shear Strength of Sand at Low Confining Pressures
Publisher: American Society of Civil Engineers
Abstract: Sand dilates with shearing at a rate that increases with increasing relative density
Load and Resistance Factors for External Stability Checks of Mechanically Stabilized Earth Walls
Publisher: American Society of Civil Engineers
Abstract: The use of load and resistance factor design (LRFD) to design geotechnical components of transportation infrastructure in the United States is now mandated by the Federal Highway Administration (FHWA). The advantages of ...
Computation of Cavity Expansion Pressure and Penetration Resistance in Sands
Publisher: American Society of Civil Engineers
Abstract: A cavity expansion-based theory for calculation of cone penetration resistance
Determination of Pile Base Resistance in Sands
Publisher: American Society of Civil Engineers
Abstract: Advances in the design of axially loaded piles are desirable because significant cost savings may result. Well-designed piles settle by amounts that are well tolerated by the superstructure and induce strains around the ...
Analysis of Cavity Expansion in Sand
Publisher: American Society of Civil Engineers
Abstract: Cavity expansion analysis plays a significant role in modern soil mechanics. The analysis of many of the most important problems in the practice of geotechnical engineering (such as cone penetration testing, pile loading, ...
Cavity Expansion and Penetration Resistance in Sand
Publisher: American Society of Civil Engineers
Abstract: A theory, based on cavity expansion and stress rotation analyses, is developed for computing the cone penetration resistance of sand. The sand is modeled as a nonlinear elastic-plastic material. The theory can be used for ...
Calibration Chamber Size Effects on Penetration Resistance in Sand
Publisher: American Society of Civil Engineers
Abstract: Calibration chamber tests provide an effective way to study cone penetration resistance in sands under controlled conditions. Calibration chamber tests are performed in large soil samples with known densities, consolidated ...
Limit Analysis of Soil Slopes Subjected to Pore-Water Pressures
Publisher: American Society of Civil Engineers
Abstract: The limit-equilibrium method is commonly used for slope stability analysis. However, it is well known that the solution obtained from the limit-equilibrium method is not rigorous, because neither static nor kinematic ...
Shear Strength and Stiffness of Silty Sand
Publisher: American Society of Civil Engineers
Abstract: The properties of clean sands pertaining to shear strength and stiffness have been studied extensively. However, natural sands generally contain significant amounts of silt and/or clay. The mechanical response of such soils ...
Assessment of Variable Uncertainties for Reliability-Based Design of Foundations
Publisher: American Society of Civil Engineers
Abstract: LRFD shows promise as a viable alternative to the present working stress design (WSD) approach to shallow foundation design. The key improvements of LRFD over the traditional WSD are the ability to provide a more consistent ...