Stress History Effects on Shear Stiffness Degradation under Compression Paths of Hawthorn Group Clays in Central Florida-Reference-Cited by-同舟云学术

Stress History Effects on Shear Stiffness Degradation under Compression Paths of Hawthorn Group Clays in Central Florida

Published:2021-05-06 Issue: Volume: Page:
ISSN:
Container-title:IFCEE 2021
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Author:

Aparicio-Ortube A. J.¹²³⁴,Arboleda-Monsalve Luis G.¹²³⁴,Zapata-Medina David G.¹²³⁴,Jones Larry¹²³⁴

Affiliation:

1. Doctoral Student, Departamento de Ingeniería Civil, Medellín, Universidad Nacional de Colombia, Sede Medellín, Bogotá, Colombia.

2. Assistant Professor, Dept. of Civil, Environmental and Construction Engineering, Univ. of Central Florida, Orlando, FL.

3. Associate Professor, Departamento de Ingeniería Civil, Medellín, Universidad Nacional de Colombia, Sede Medellín, Bogotá, Colombia.

4. State Geotechnical Engineer, Florida Dept. of Transportation, Tallahassee, FL.

Publisher

American Society of Civil Engineers

Link

http://ascelibrary.org/doi/pdf/10.1061/9780784483435.022

Reference33 articles.

1. Compressibility of biocemented loose sands under constant rate of strain, loading, and pseudo K-triaxial conditions

2. Effect of recent stress history on the stiffness of overconsolidated soil

3. Atkinson J. H. and Sallfors G. (1991). “Experimental Determination of Stress-Strain-Time Characteristics in Laboratory and In Situ Tests.” Proc. 10th Eur. Conf. Soil Mech. Found. Eng. Florence 915–956.

4. Work as a criterion for determining in situ and yield stresses in clays

5. Engineering Geology of Norwegian Normally-Consolidated Marine Clays as Related to Settlements of Buildings

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1. Small-Strain Behavior and Stress Path Rotation Angle Effects of Hawthorn Group Sands in Central Florida;Geo-Congress 2023;2023-03-23

2. Intralayer Variability and Compressibility of Hawthorn Group Soils;Geotechnical and Geological Engineering;2022-04-01