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Keywords: California bearing ratio
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Journal Articles
Journal:
Geotechnical Testing Journal
Publisher: ASTM International
Article Type: Technical Papers
Geotech. Test. J.. January 2024, 47(1): GTJ20220294.
Paper No: GTJ20220294
Published Online: January 1, 2024
... the stabilization mechanism. The paper systematically investigated the mechanical properties of stabilized soil, such as California bearing ratio (CBR) and unconfined compressive strength (UCS). In addition, the micro-improvement mechanisms of the soil properties were explored through X-ray diffraction, Fourier...
Journal Articles
Journal:
Geotechnical Testing Journal
Publisher: ASTM International
Article Type: Technical Papers
Geotech. Test. J.. January 2024, 47(1): GTJ20220251.
Paper No: GTJ20220251
Published Online: January 1, 2024
... cotton soils for geotechnical subgrade applications. 05 12 2022 28 06 2023 19 09 2023 black cotton soil coal gangue ground granulated blast furnace slag geopolymers unconfined compressive strength durability California bearing ratio References Abdullah , M. S...
Journal Articles
Journal:
Geotechnical Testing Journal
Publisher: ASTM International
Article Type: Research-Article
Geotech. Test. J.. January 2024, 47(1): 22–44.
Paper No: GTJ20220268
Published Online: November 7, 2023
... during the pavement’s service life, or both. The RCA base materials exhibited the highest absorption and mass loss in the Micro-Deval test. The DCP test results were used to predict California bearing ratio ( CBR ) and resilient modulus ( M r ) of base materials. The predicted CBR and resilient modulus...
Journal Articles
Journal:
Geotechnical Testing Journal
Publisher: ASTM International
Article Type: Technical Papers
Geotech. Test. J.. March 2020, 43(2): 534–545.
Paper No: GTJ20180269
Published Online: March 1, 2020
...Christoph Henzinger; Stefan Vogt The California Bearing Ratio (CBR) test is commonly used to evaluate the quality of base courses and subbase courses, subgrades, and unsurfaced roads. It provides an empirical index value for the strength of a compacted material. However, the conventional field CBR...
Journal Articles
Journal:
Geotechnical Testing Journal
Publisher: ASTM International
Article Type: Research-Article
Geotech. Test. J.. November 2017, 40(6): 1071–1082.
Paper No: GTJ20160227
Published Online: November 10, 2017
.... The geotechnical properties considered in this study are optimum moisture content (OMC), maximum dry density (MDD), California bearing ratio, and unconfined compressive strength (UCS). Tests are carried out by mixing various amounts of garlic skin and RHA proportionally and the results are analyzed. Microlevel...
Journal Articles
Journal:
Geotechnical Testing Journal
Publisher: ASTM International
Article Type: Research-Article
Geotech. Test. J.. November 2005, 28(6): 564–569.
Published Online: November 1, 2005
...M Ghazavi; MA Sakhi The advantage of optimizing aspect ratio (length to width) of waste tire shreds on California Bearing Ratio (CBR) of sand-tire shred mixtures is investigated in this paper. The mixtures were composed of a relatively uniform sand and tire shreds with 2-, 3-, and 4-cm widths...
Journal Articles
Journal:
Geotechnical Testing Journal
Publisher: ASTM International
Article Type: Research-Article
Geotech. Test. J.. July 2005, 28(4): 391–400.
Published Online: July 1, 2005
... by addition of quarry dust. Problems associated with the construction of highways over clayey subgrade can be reduced significantly by mixing with quarry dust. 15 10 2002 28 09 2004 11 05 2005 California Bearing Ratio quarry dust stabilization clay compacion References ASTM...
Journal Articles
Journal:
Geotechnical Testing Journal
Publisher: ASTM International
Article Type: Research-Article
Geotech. Test. J.. September 2001, 24(3): 308–313.
Published Online: September 1, 2001
... as compaction effort and a field calibration procedure in which moisture contents and dry densities are evaluated by alternative means, on a limited scale, is recommended. 11 11 1999 27 11 2000 California bearing ratio compaction dynamic cone quality control residual soil saturation...