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Keywords: shear strength parameters
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Journal Articles
Journal:
Geotechnical Testing Journal
Publisher: ASTM International
Article Type: Technical Notes
Geotech. Test. J.. November 2024, 47(6): 1328–1343.
Paper No: GTJ20230555
Published Online: November 1, 2024
...K. P. Lijith; R. G. Robinson Determination of shear strength parameters becomes a challenge when it is difficult to retrieve a minimum of three identical undisturbed soil specimens. In such a situation, multistage triaxial compression testing can be adopted using a single specimen. Multistage...
Journal Articles
Journal:
Geotechnical Testing Journal
Publisher: ASTM International
Article Type: Research-Article
Geotech. Test. J.. July 2015, 38(4): 397–408.
Paper No: GTJ20140181
Published Online: July 15, 2015
... construction and during load testing, and to derive shear strength parameters of the GRS composite. Each pair was identical in every respect, except one was loaded with a dry-stacked concrete masonry unit (CMU) facing in place and the other without. Lateral pressures during construction were found to be small...
Journal Articles
Journal:
Geotechnical Testing Journal
Publisher: ASTM International
Article Type: Research-Article
Geotech. Test. J.. September 2014, 37(5): 817–827.
Paper No: GTJ20130099
Published Online: September 22, 2014
... in loose sand. 03 06 2013 14 05 2014 03 06 2014 deep mixing method loose sand water to cement ratio drilling auger auger blades shear strength parameters deformability parameters References Ahnberg , A. , 2006 , “ Strength of Stabilized Soils—A Laboratory Study...
Journal Articles
Journal:
Geotechnical Testing Journal
Publisher: ASTM International
Article Type: Technical Notes
Geotech. Test. J.. September 1990, 13(3): 250–256.
Published Online: September 1, 1990
... parameters offers a means to define these variabilities by providing a basis to quantify the reliability involved in the analysis. This paper presents a statistical study for the evaluation of shear strength parameters ( c , Φ, ¯c , ¯Φ, A f ) for Bangkok clay and makes a comparison with previous findings...