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Keywords: strength
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Journal Articles
Journal:
Geotechnical Testing Journal
Publisher: ASTM International
Article Type: Technical Papers
Geotech. Test. J.. January 2024, 47(1): GTJ20220261.
Paper No: GTJ20220261
Published Online: January 1, 2024
... and analysis of recycled high-density polyethylene (HDPE) plastics with variations in their shapes, sizes, dosage content (1 %, 2 %, 4 %, 8 %, and 12 % by dry weight soil), and cement content (9 %, 12 %, and 15 % by dry weight of soil) to enhance the strength-deformation characteristics of high-plastic silts...
Journal Articles
Journal:
Geotechnical Testing Journal
Publisher: ASTM International
Article Type: Technical Papers
Geotech. Test. J.. July 2022, 45(4): 837–854.
Paper No: GTJ20210245
Published Online: July 1, 2022
...Sølve Hov; Fredrik Falle; Priscilla Paniagua The dry deep mixing method is a widely used stabilization method in the Nordic countries to improve the strength and deformation properties of soft clays. In engineering practice, laboratory tests normally precede in situ stabilization; however, previous...
Journal Articles
Journal:
Geotechnical Testing Journal
Publisher: ASTM International
Article Type: Technical Papers
Geotech. Test. J.. March 2022, 45(2): 371–389.
Paper No: GTJ20210089
Published Online: March 1, 2022
... during a standard rate test are less well understood, and often partial drainage occurs. The main objectives of this work are to show the limitations of applying existing correlations for sand and clay to a silt material and to give guidance to practicing engineers on how to establish strength parameters...
Journal Articles
Journal:
Geotechnical Testing Journal
Publisher: ASTM International
Article Type: Technical Papers
Geotech. Test. J.. May 2018, 41(3): 555–573.
Paper No: GTJ20170058
Published Online: February 26, 2018
... strength. Mineralogical studies by thin section and X-Ray diffraction methods indicated that the selected rock samples with different textures are mainly composed of quartz and calcite. The studied rocks had low to high dry unit weight, low to medium porosity and low to very high P-wave velocity. The rocks...
Journal Articles
Journal:
Geotechnical Testing Journal
Publisher: ASTM International
Article Type: Research-Article
Geotech. Test. J.. March 2017, 40(2): 210–220.
Paper No: GTJ20160034
Published Online: February 28, 2017
...A. Roshani; M. Fall; K. Kennedy Laboratory column experiments were conducted to investigate the effect of super-absorbent polymer (SAP) on the drying behavior (e.g., dewatering, strength, suction, settlement) of mature fine tailing (MFT). Four experimental columns filled in two different stages...
Journal Articles
Journal:
Geotechnical Testing Journal
Publisher: ASTM International
Article Type: Research-Article
Geotech. Test. J.. July 2016, 39(4): 596–607.
Paper No: GTJ20150174
Published Online: July 5, 2016
... of the strength on the strain rate is investigated in the present study. A uniaxial loading rig and a split Hopkinson pressure bar (SHPB) setup are used to test the quasi-static and the dynamic compressive and Brazilian tensile strength of the molded-gypsum specimens, respectively. The test results reveal...
Journal Articles
Journal:
Geotechnical Testing Journal
Publisher: ASTM International
Article Type: Research-Article
Geotech. Test. J.. March 2015, 38(2): 179–197.
Paper No: GTJ20140209
Published Online: March 10, 2015
... nonlinearly with increasing confining pressure, but the Poisson’s ratio remained unaffected. The nonlinear Hoek–Brown criterion can better reflect the peak strength properties than the linear Mohr–Coulomb criterion. However, the residual strength of sandstone exhibits a clear linear relationship...
Journal Articles
Journal:
Geotechnical Testing Journal
Publisher: ASTM International
Article Type: Research-Article
Geotech. Test. J.. March 2014, 37(2): 242–254.
Paper No: GTJ20130078
Published Online: March 1, 2014
... and mechanical properties of anisotropic tested rocks. Also, the Schmidt hardness ( H s ) and mechanical properties of the samples, such as point load index ( I s (50) ) and Brazilian tensile strength (BTS) are affected by the anisotropy angle ( β ). In this research, the empirical equations relating different...
Journal Articles
Journal:
Geotechnical Testing Journal
Publisher: ASTM International
Article Type: Research-Article
Geotech. Test. J.. January 2014, 37(1): 1–11.
Paper No: GTJ20120191
Published Online: January 1, 2014
... driving stress and provide energy savings and noise reduction. However, the literature offers little information regarding the appropriate selection of jetting parameters, such as flow rate and jet velocity, which are needed to produce the desired installation times as a function of soil strength...
Journal Articles
Journal:
Geotechnical Testing Journal
Publisher: ASTM International
Article Type: Technical Notes
Geotech. Test. J.. November 2013, 36(6): 939–947.
Paper No: GTJ20130012
Published Online: September 17, 2013
...Brendan C. O'Kelly The remolded undrained shear strength ( s ur ) is of importance in many geotechnical applications. This paper uses published regression analyses for strength variation with water content (w) to draw some generalized conclusions on soil strength behavior, including values of s ur...
Journal Articles
Journal:
Geotechnical Testing Journal
Publisher: ASTM International
Article Type: Research-Article
Geotech. Test. J.. May 2011, 34(3): 265–272.
Published Online: May 1, 2011
... for the CDG in a three-dimensional stress state. 20 11 2009 14 06 2010 11 02 2011 stress strain strength soil true triaxial friction References Abelev , A. V. and Lade , P. V. , 2003 , “ Effects of Cross-Anisotropy on Three-Dimensional Behaviour of Sand: Stress...
Journal Articles
Journal:
Geotechnical Testing Journal
Publisher: ASTM International
Article Type: Technical Notes
Geotech. Test. J.. March 2011, 34(2): 172–176.
Published Online: March 1, 2011
...Gregory Lewsley; R. Jonathan Fannin A new method is described for the reconstitution of cement-treated specimens of sand and silt for laboratory strength tests. Saturation of the slurry mix is attained through boiling the sand fraction at atmospheric pressure, boiling the silt fraction...
Journal Articles
Journal:
Geotechnical Testing Journal
Publisher: ASTM International
Article Type: Research-Article
Geotech. Test. J.. July 2008, 31(4): 285–294.
Published Online: July 1, 2008
.... 22 08 2006 27 12 2007 20 05 2008 polyaxial testing system intermediate principal stress strength deformation rock mass physical modeling References Alsayed , M. I. , 2002 , “ Utilising the Hoek Triaxial Cell for Multiaxial Testing of Hollow Rock Cylinders...
Journal Articles
Journal:
Geotechnical Testing Journal
Publisher: ASTM International
Article Type: Research-Article
Geotech. Test. J.. March 2007, 30(2): 141–151.
Published Online: March 1, 2007
...TH Seah; D Shrestha Pressuremeters are commonly used for determining the modulus of soil in the field. The shearing plane of the pressuremeter differs from those in the conventional laboratory strength tests; therefore the moduli obtained from these tests may be different. This paper describes...
Journal Articles
Journal:
Geotechnical Testing Journal
Publisher: ASTM International
Article Type: Research-Article
Geotech. Test. J.. November 2005, 28(6): 534–543.
Published Online: November 1, 2005
... on the specimen surface during the post peak softening at which specimens' volumetric strain changes from dilative behavior to the constant volume condition. 07 07 2004 24 05 2005 31 08 2005 strength soil testing True Triaxial boundary conditions clay sand deformation strain...
Journal Articles
Journal:
Geotechnical Testing Journal
Publisher: ASTM International
Article Type: Research-Article
Geotech. Test. J.. July 2005, 28(4): 380–390.
Published Online: July 1, 2005
... of the cemented soil is found to be more brittle in drained condition than the undrained one. However, the brittleness of soil decreases with increase in confining stress. The ratio of cemented soil shear strength to the uncemented one decreases as the confining stress increases. The failure envelopes are curved...
Journal Articles
Journal:
Geotechnical Testing Journal
Publisher: ASTM International
Article Type: Research-Article
Geotech. Test. J.. July 2004, 27(4): 337–346.
Published Online: July 1, 2004
... platen is presented and discussed. It has been found that restraining lateral movement of bottom end platen has resulted in higher peak and residual load values. 12 05 2003 19 11 2003 16 06 2004 Strength soil testing shear bands boundary conditions clay sand deformation...
Journal Articles
Journal:
Geotechnical Testing Journal
Publisher: ASTM International
Article Type: Research-Article
Geotech. Test. J.. May 2004, 27(3): 250–259.
Published Online: May 1, 2004
... testing of stabilized soils, the applied back pressure chosen for the tests may affect the degree of saturation and in turn also the results obtained. A number of triaxial tests have been performed using different back pressures in order to study the effect on measured shear strengths of stabilized...
Journal Articles
Journal:
Geotechnical Testing Journal
Publisher: ASTM International
Article Type: Research-Article
Geotech. Test. J.. September 2003, 26(3): 328–341.
Published Online: September 1, 2003
... of the cemented specimens can be explained by the presence of structure, but it may not be always valid to equate structure to the contribution of a cementing agent. Special zero effective confinement tests were conducted to directly measure the contribution of bonding between grains to the strength and stiffness...
Journal Articles
Journal:
Geotechnical Testing Journal
Publisher: ASTM International
Article Type: Research-Article
Geotech. Test. J.. June 2003, 26(2): 191–200.
Published Online: June 1, 2003
...EC Ang; JE Loehr A series of laboratory unconfined compression tests were performed on specimens of a compacted silty clay to evaluate how the size of specimens used for strength testing of fiber-reinforced soil affects the measured strength and stress-strain properties. The results of these tests...
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