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Keywords: direct shear
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Journal Articles
Journal:
Geotechnical Testing Journal
Publisher: ASTM International
Article Type: Closures
Geotech. Test. J.. July 2021, 44(4): 1167–1177.
Paper No: GTJ20200186
Published Online: July 1, 2021
...Timothy D. Stark; R. Fernandez-Santoyo 25 06 2020 01 07 2020 02 09 2020 shear strength fully softened strength direct shear ring shear stiff clay compacted clay Atterberg limits correlations References Abdel-Ghaffar , M. E. M. “ The Meaning...
Journal Articles
Journal:
Geotechnical Testing Journal
Publisher: ASTM International
Article Type: Technical Notes
Geotech. Test. J.. May 2018, 41(3): 611–618.
Paper No: GTJ20160281
Published Online: February 28, 2018
...Louis Romero; Lenny Mendoza; Ali Nasirian; Douglas D. Cortes; Julio R. Valdes This paper documents the customization of a direct shear apparatus to accommodate heat injection into a polymer-bonded sand (PBS) specimen while in the shear box (i.e., before, during, or after shearing). The system...
Journal Articles
Patrick J. Fox, Stuart S. Thielmann, Michael J. Sanders, Christopher Latham, Ismaail Ghaaowd, John S. McCartney
Journal:
Geotechnical Testing Journal
Publisher: ASTM International
Article Type: Technical Papers
Geotech. Test. J.. March 2018, 41(2): 340–353.
Paper No: GTJ20160245
Published Online: January 4, 2018
...Patrick J. Fox; Stuart S. Thielmann; Michael J. Sanders; Christopher Latham; Ismaail Ghaaowd; John S. McCartney This paper describes a novel large-scale device capable of performing both direct shear and simple shear tests to evaluate shear deformation and strength properties of Type B tire-derived...
Journal Articles
Journal:
Geotechnical Testing Journal
Publisher: ASTM International
Article Type: Discussions
Geotech. Test. J.. May 2017, 40(3): 517–525.
Paper No: GTJ20160148
Published Online: May 24, 2017
.... Geoenviron. Eng. , Vol. 123, No. 4, pp. 335–343) correlation “is used widely and has been generally accepted in practice.” The authors also use questionable direct shear test data from Castellanos (2014, “Use and Measurement of Fully Softened Shear Strength,” Ph.D. dissertation, Virginia Tech, Blacksburg, VA...
Journal Articles
Patrick J. Fox, Michael G. Rowland, John R. Scheithe, Kris L. Davis, Murray R. Supple, Charles C. Crow
Journal:
Geotechnical Testing Journal
Publisher: ASTM International
Article Type: Research-Article
Geotech. Test. J.. September 1997, 20(3): 279–288.
Paper No: GTJ19970003
Published Online: July 16, 2014
...Patrick J. Fox; Michael G. Rowland; John R. Scheithe; Kris L. Davis; Murray R. Supple; Charles C. Crow A large direct shear machine—called the pullout shear machine—for strength testing of geosynthetic clay liners (GCLs) is described. The machine tests rectangular GCL specimens measuring 406...
Journal Articles
Journal:
Geotechnical Testing Journal
Publisher: ASTM International
Article Type: Research-Article
Geotech. Test. J.. January 2013, 36(1): 1–10.
Paper No: GTJ20120092
Published Online: January 1, 2013
... a low range of matric suctions that corresponds to relatively high degrees of saturation for fine grained soils. Thus, it is essential to develop new techniques to extend the range of suctions for these soils. In this study, a modified direct shear device is introduced that uses the osmotic method...
Journal Articles
Journal:
Geotechnical Testing Journal
Publisher: ASTM International
Article Type: Research-Article
Geotech. Test. J.. July 2010, 33(4): 286–298.
Published Online: July 1, 2010
...William J. Likos; Alexandra Wayllace; Jonathan Godt; Ning Lu Modifications to a conventional laboratory testing system are described for direct shear testing of unsaturated soils at relatively low matric suction and net normal stress. Matric suction ranging from zero (saturated) to about 10 kPa...
Journal Articles
Journal:
Geotechnical Testing Journal
Publisher: ASTM International
Article Type: Research-Article
Geotech. Test. J.. November 2008, 31(6): 470–479.
Published Online: November 1, 2008
... frame, driving mechanism, instrumentation, and data acquisition system for three distinct modes of loading: pullout, direct shear, and uniaxial loading. The design is similar to a conventional pullout device, but also includes key modifications and additional modules to adapt it for additional types...
Journal Articles
Journal:
Geotechnical Testing Journal
Publisher: ASTM International
Article Type: Research-Article
Geotech. Test. J.. September 2008, 31(5): 393–403.
Published Online: September 1, 2008
...Tomoyo Nakao; Stephen Fityus In Australia, Q181C Test Method of Direct Shear Testing to estimate the Effective Angle of Internal Friction at Constant Volume Conditions for Granular (Coarse Grained) Materials is commonly applied to assess the suitability of backfills for reinforced earth walls...
Journal Articles
Journal:
Geotechnical Testing Journal
Publisher: ASTM International
Article Type: Research-Article
Geotech. Test. J.. July 2008, 31(4): 358–369.
Published Online: July 1, 2008
... for development of an extended hyperbolic model for interfaces that has been implemented in finite element analyses of soil-structure interaction problems. 04 01 2006 14 12 2007 31 01 2008 interface soil concrete direct shear shear stiffness interface model retaining wall lock wall...
Journal Articles
Journal:
Geotechnical Testing Journal
Publisher: ASTM International
Article Type: Technical Notes
Geotech. Test. J.. November 2007, 30(6): 512–516.
Published Online: November 1, 2007
...Douglas E. Jacobson; Julio R. Valdes; T. Matthew Evans The ASTM D 3080-04 standard, Standard Test Method for Direct Shear Test of Soils under Consolidated Drained Conditions, indicates that the direct shear test specimen width L must be at least ten times larger than the largest particle...
Journal Articles
Journal:
Geotechnical Testing Journal
Publisher: ASTM International
Article Type: Research-Article
Geotech. Test. J.. March 2007, 30(2): 133–140.
Published Online: March 1, 2007
... in direct shear. The rock mass samples tested in this study were fabricated by cutting joint sets into a soft, synthetic siltstone block. Therefore, the development of new procedures and equipment for fabricating and shear testing the rock mass samples was required. The visual and measured data recovered...
Journal Articles
Journal:
Geotechnical Testing Journal
Publisher: ASTM International
Article Type: Research-Article
Geotech. Test. J.. March 2006, 29(2): 141–148.
Published Online: March 1, 2006
...JM Harris; AL Shafer; W DeGroff; GR Hater; M Gabr; MA Barlaz Relative changes in Waste shear strength parameters as a function of strain level and stress path are investigated based on the results of 16 direct simple shear (DSS) tests, one direct shear (DS) test with four stages, and three triaxial...
Journal Articles
Journal:
Geotechnical Testing Journal
Publisher: ASTM International
Article Type: Research-Article
Geotech. Test. J.. March 2003, 26(1): 71–78.
Published Online: March 1, 2003
...RC Pedersen; RE Olson; AF Rauch Thin-specimen direct shear (TSDS) tests were conducted to measure the shearing strength of kaolinite, and interface strengths between kaolinite and acrylic plastic and anodized aluminum, at normal effective stresses from 1 to 2400 Pa (0.02 to 50 lb/ft 2...
Journal Articles
Journal:
Geotechnical Testing Journal
Publisher: ASTM International
Article Type: Research-Article
Geotech. Test. J.. December 2001, 24(4): 381–390.
Published Online: December 1, 2001
... of a landfill system such as mineral and geosynthetic liners mobilize peak strengths at much smaller shear displacements. There are, therefore, shear displacement incompatibility issues that need to be resolved. In this paper the shear strength data from the direct shear tests performed on municipal solid waste...
Journal Articles
Journal:
Geotechnical Testing Journal
Publisher: ASTM International
Article Type: Research-Article
Geotech. Test. J.. March 1996, 19(1): 22–31.
Published Online: March 1, 1996
... displacement increments experienced different paths, while the resultant shear stress-shear displacement curves remained the same irrespective of stress paths. KEYWORDS: interface testing, direct shear, peak strength, residual strength, pile, sand, cyclic loading, three-dimensional loading, soilstructure...
Journal Articles
Journal:
Geotechnical Testing Journal
Publisher: ASTM International
Article Type: Technical Notes
Geotech. Test. J.. June 1995, 18(2): 286–291.
Published Online: June 1, 1995
... measured on specimens compressed to 80 and 100% relative densities bracket those reported for stress equivalent depths on the moon. The results of direct shear tests on specimens compressed to 100% relative density with normal stresses varying from 21 to 100 kN/m 2 gave straight-line strength envelopes...
Journal Articles
Journal:
Geotechnical Testing Journal
Publisher: ASTM International
Article Type: Research-Article
Geotech. Test. J.. June 1995, 18(2): 168–193.
Published Online: June 1, 1995
... solid surface geometries. The test results were evaluated through a model describing the interface friction mechanism based on a micromechanical approach. The influence of boundary conditions and interfacial shear modes was examined and compared to the results obtained in a modified direct shear box...