Drained and Undrained Strength Interpretation for Low-Plasticity Silts-Reference-Cited by-同舟云学术

Drained and Undrained Strength Interpretation for Low-Plasticity Silts

Published:2006-02 Issue:2 Volume:132 Page:250-257
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Brandon Thomas L.¹²³,Rose Andrew T.¹²³,Duncan J. Michael¹²³

Affiliation:

1. Associate Professor, Dept. of Civil and Environmental Engineering, 200 Patton Hall, Virginia Tech, Blacksburg, VA 24061.

2. Associate Professor, Division of Engineering Technology, Univ. of Pittsburgh at Johnstown, 225 Engineering and Sciences Building, Johnstown, PA 15904.

3. Univ. Distinguished Professor, Dept. of Civil and Environmental Engineering, 200 Patton Hall, Virginia Tech, Blacksburg, VA 24061.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291090-0241%282006%29132%3A2%28250%29

Reference19 articles.

1. Ground Settlement in Simi Valley following the Northridge Earthquake

2. American Society of Testing and Materials (ASTM). (1995a). “Standard test method for consolidated-undrained triaxial compression test on cohesive soils.” ASTM D4767 ASTM book of standards Volume 4.08: Construction: Soil and rock West Conshohocken Pa.

3. American Society of Testing and Materials (ASTM). (1995b). “Standard test methods for unconsolidated undrained triaxial compression test on cohesive soils.” ASTM D2850 ASTM book of standards Volume 4.08: Construction: Soil and rock West Conshohocken Pa.

4. Undrained Triaxial Tests on Saturated Sands and Their Significance in the General Theory of Shear Strength

5. Börgesson L. (1981). “Shear strength of inorganic silty soils.” Proc. 10th Int. Conf. on Soil Mechanics and Foundation Stockholm 10(1) 567–572.

Cited by 51 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. On the mechanical behaviour of a coral silt from the South China Sea;Géotechnique;2024-08-05

2. The Role of Biopolymers in Enhancing Granular Media Shear Strength: A Comparative Analysis;IFCEE 2024;2024-05-03

3. Effect of non-plastic marine silt on physical and mechanical properties of Konarak carbonate sand;Bulletin of Engineering Geology and the Environment;2024-04-08

4. IDENTIFICATION OF THE GOVERNING MECHANISM IN THE BEHAVIOR OF SILTY SAND;International Journal of GEOMATE;2023-12-30

5. Macroscopic and Microscopic Characteristics of Strength Degradation of Silty Soil Improved by Regenerated Polyester Fibers under Dry–Wet Cycling;Polymers;2023-11-09