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Discussion of “<i>Embankment Failure on Clay near Rio de Janeiro</i>” by J. A. Ramalho‐Ortigão, M. L. G. Werneck and W. A. Lacerda (November, 1983)
Publisher: American Society of Civil Engineers
Effect of the Hub Endwall Cavity Flow on the Flow-Field of a Transonic High-Pressure Turbine
Publisher: The American Society of Mechanical Engineers (ASME)
Abstract: In high-pressure turbines, a small amount of cold flow is ejected at the hub from the cavity that exists between the stator and the rotor disk. This prevents the ingestion of hot gases into ...
Embankments over Soft Clay Deposits: Contribution of Basal Reinforcement and Surface Sand Layer to Stability
Publisher: American Society of Civil Engineers
Abstract: This paper evaluates the significance of basal reinforcement and the presence of the surface sand layer in the stability. This evaluation is carried out by means of field measurements and stability analyses of three test ...
Behavior of Geotextile-Encased Granular Columns Supporting Test Embankment on Soft Deposit
Publisher: American Society of Civil Engineers
Abstract: A 5.35 m high test embankment was constructed on a soft foundation improved by geotextile-encased granular columns (GECs). The embankment construction was performed in four stages over 65 days, resulting in a total applied ...
Yield, Strength, and Critical State Behavior of a Tropical Saturated Soil
Publisher: American Society of Civil Engineers
Abstract: The paper reports laboratory investigations carried out on a tropical soil profile to study its compressibility, strength, critical state and limit state conditions, and their variation with depth. The soil profile comprises ...
Physical Modeling of Lateral Clay-Pipe Interaction
Publisher: American Society of Civil Engineers
Abstract: This paper presents results from physical model testing of lateral clay-pipe interaction. The main reason for this research was the accident in Rio de Janeiro in January 2000 when more than
Arching and Deformation in a Piled Embankment: Centrifuge Tests Compared to Analytical Calculations
Publisher: American Society of Civil Engineers
Discussion of “<i>Centrifuge Evaluation of Numerical Model for Clay</i>” by Robert Y. K. Liang and James K. Mitchell (March, 1988, Vol. 114, No. 3)
Publisher: American Society of Civil Engineers
Influence of Penetration Rate on Penetrometer Resistance
Publisher: American Society of Civil Engineers
Abstract: Penetration resistance in fine-grained soils varies with the rate of penetration. Considering undrained behavior as a reference, as the rate of penetration is reduced, soil resistance increases because of the effects of ...
Field and Laboratory Investigation of Highly Organic Clay Stabilized with Portland Cement
Publisher: ASCE
Abstract: This article presents mass stabilization studies performed on very soft organic clay, with very high water content, very low pH value, and high clay activity, treated with high early strength dry portland cement. The ...
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