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Keywords: geotextile
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Journal Articles
Journal:
Geotechnical Testing Journal
Publisher: ASTM International
Article Type: Technical Papers
Geotech. Test. J.. May 2019, 42(3): 511–537.
Paper No: GTJ20170332
Published Online: August 23, 2018
...Yung-Shan Hong; Cho-Sen Wu; Guan-Long Chen; Chia-Wei Chien This article examines the influence of internally layered reinforcement on a fully penetrated sand column embedded in soft clay using a 1-g model test. The design parameters of the test model were chosen to emulate a geotextile-reinforced...
Journal Articles
Journal:
Geotechnical Testing Journal
Publisher: ASTM International
Article Type: Technical Papers
Geotech. Test. J.. May 2019, 42(3): 656–669.
Paper No: GTJ20170148
Published Online: August 23, 2018
...-contact mold with geotextiles, and a rigid full-contact mold with filter paper. Beam-shaped specimens with different dimensions were treated with the four molds in the MICP process. A four-point bending test and a split tensile strength test were conducted to evaluate the flexural behavior of MICP-treated...
Journal Articles
Journal:
Geotechnical Testing Journal
Publisher: ASTM International
Article Type: Technical Notes
Geotech. Test. J.. September 2014, 37(5): 917–921.
Paper No: GTJ20130090
Published Online: September 22, 2014
... mold, i.e., a full-contact flexible mold, to prepare samples during the MICP process. The mold was constructed using a needle-punched, nonwoven geotextile material. Specimens of different sizes were prepared using the full-contact flexible mold to evaluate the engineering soil properties improved...
Journal Articles
Journal:
Geotechnical Testing Journal
Publisher: ASTM International
Article Type: Research-Article
Geotech. Test. J.. September 1997, 20(3): 289–295.
Paper No: GTJ19970004
Published Online: July 16, 2014
...Ali Porbaha; Deborah J. Goodings Vertical and sloping model walls and steep slopes were built with uniform and nonuniform geotextile and backfilled with cohesive clay soil and tested to failure using a geotechnical centrifuge. The results demonstrate an overall better performance for nonuniformly...
Journal Articles
Journal:
Geotechnical Testing Journal
Publisher: ASTM International
Article Type: Research-Article
Geotech. Test. J.. September 1997, 20(3): 263–271.
Paper No: GTJ19970001
Published Online: July 16, 2014
...M. H. Akram; M. A. Gabr The long-term filtration behavior of nonwoven geotextiles with fly ash is investigated using gradient ratio tests [ASTM Test Method for Measuring the Soil-Geotextile Clogging Potential by the Gradient Ratio (D 5101-90)] for the duration of approximately ≈4000 h under...
Journal Articles
Journal:
Geotechnical Testing Journal
Publisher: ASTM International
Article Type: Research-Article
Geotech. Test. J.. November 2010, 33(6): 423–433.
Published Online: November 1, 2010
... filtering geotextile layers and a middle reactive core, is placed on the sediment surface, hydrodynamic dispersion and pore fluid flow carry contaminants through the mat. In the reactive layer, the contaminants react with one or more amendments. A thin cap of new sediment material can be placed on top...
Journal Articles
Journal:
Geotechnical Testing Journal
Publisher: ASTM International
Article Type: Research-Article
Geotech. Test. J.. March 2009, 32(2): 157–163.
Published Online: March 1, 2009
...David Elton; David Hayes The bubble point test ( ASTM D6767 ) is a method of calculating the pore size distribution of geotextiles. ASTM D6767 allows a variety of wetting fluids to be used in the test. However, different fluids are found to produce different pore size distributions, even though...
Journal Articles
Journal:
Geotechnical Testing Journal
Publisher: ASTM International
Article Type: Technical Notes
Geotech. Test. J.. March 2009, 32(2): 181–185.
Published Online: March 1, 2009
... presented in this note, the Giroud’s expression is recommended for use with ν 0 =0.57 for the high density polyethylene (HDPE) geomembranes and ν 0 =1.75 for the nonwoven geotextiles, assuming that these values will not differ significantly for other similar geosynthetics, because ν 0 is dependent only...
Journal Articles
Journal:
Geotechnical Testing Journal
Publisher: ASTM International
Article Type: Research-Article
Geotech. Test. J.. November 2007, 30(6): 433–441.
Published Online: November 1, 2007
...Richard J. Bathurst; Alvin F. Ho; Greg Siemens This paper is focused on the details of an experimental device that was used to investigate the transient unsaturated-saturated hydraulic response of sand-geotextile layers under conditions of 1-D constant head surface infiltration. The column...
Journal Articles
Journal:
Geotechnical Testing Journal
Publisher: ASTM International
Article Type: Research-Article
Geotech. Test. J.. September 2007, 30(5): 418–426.
Published Online: September 1, 2007
... test geogrid geotextile uplift resistance References Andreadis , A. , Harvey , R. C. , and Burley , E. , 1981 , “ Embedded Anchor Response to Uplift Loading ,” J. Geotech. Engrg. Div. 0093-6405 , Vol. 107 ; No. 1 , pp. 59 – 78 . Chattopadhyay , B. C. and Pise...
Journal Articles
Journal:
Geotechnical Testing Journal
Publisher: ASTM International
Article Type: Research-Article
Geotech. Test. J.. January 2007, 30(1): 9–16.
Published Online: January 1, 2007
...DJ Elton, Ph.D.; DW Hayes, Ph.D.; S Adanur, Ph.D. A simple, inexpensive device for measuring geotextile pore sizes, using ASTM D 6767, is described and its operation is outlined with guidance for correct operation. The accuracy and consistency of the test are shown. The test appears to have better...
Journal Articles
Journal:
Geotechnical Testing Journal
Publisher: ASTM International
Article Type: Research-Article
Geotech. Test. J.. November 2006, 29(6): 474–481.
Published Online: November 1, 2006
... of geosynthetic-reinforced sand. The reinforcement types used are woven geotextile, geogrid, and polyester film. The layer configurations used are two, three, four, and eight horizontal reinforcing layers in a triaxial test sample. From the triaxial tests, it is found that the geosynthetic reinforcement imparts...
Journal Articles
Journal:
Geotechnical Testing Journal
Publisher: ASTM International
Article Type: Research-Article
Geotech. Test. J.. January 2005, 28(1): 79–91.
Published Online: January 1, 2005
...M Emin Kutay; AH Aydilek Nonwoven geotextiles are commonly used in filtration applications. For some applications, however, a nonwoven geotextile filter may not have the required mechanical properties to withstand deformations, and an additional woven geotextile is usually employed in design. While...
Journal Articles
Journal:
Geotechnical Testing Journal
Publisher: ASTM International
Article Type: Research-Article
Geotech. Test. J.. March 2004, 27(2): 214–219.
Published Online: March 1, 2004
...JC Stormont; R Ramos The methods and results of the characterization of a woven, multifilament fiberglass geotextile are described in this paper. The moisture characteristic curve was measured with capillary rise and hanging column methods for both wetting and drying paths. In-plane flow was first...
Journal Articles
Journal:
Geotechnical Testing Journal
Publisher: ASTM International
Article Type: Research-Article
Geotech. Test. J.. December 2002, 25(4): 379–390.
Published Online: December 1, 2002
...I-M Lee; J-H Kim; LN Reddi Clogging tests on residual soil-geotextile filter systems were performed, and the permeability reduction due to clogging was evaluated. An extensive experimental program was performed using two typical weathered granite residual soils that were sampled at Shinnae-dong...
Journal Articles
Journal:
Geotechnical Testing Journal
Publisher: ASTM International
Article Type: Research-Article
Geotech. Test. J.. September 2002, 25(3): 266–276.
Published Online: September 1, 2002
... frequency yielded unsteady flow in the sample, while tests at the lower frequency resulted in steady flow during each half cycle. In unsteady flow, the transient state of water head distribution (and hence gradient ratio) cannot serve as an index of soil-geotextile compatibility. Therefore, a recommendation...
Journal Articles
Journal:
Geotechnical Testing Journal
Publisher: ASTM International
Article Type: Research-Article
Geotech. Test. J.. March 1999, 22(1): 22–31.
Published Online: March 1, 1999
...GR Fischer; AD Maré; RD Holtz Ideally, filtration behavior of soil-geotextile systems as determined by the gradient ratio (GR) test (ASTM D 5101) should depend only on the soil and geotextile properties. In practice, however, test results can vary substantially with slight variations in test...
Journal Articles
Journal:
Geotechnical Testing Journal
Publisher: ASTM International
Article Type: Research-Article
Geotech. Test. J.. March 1998, 21(1): 11–17.
Published Online: March 1, 1998
...KS Henry; S Patton The contact angle of water on geotextile fibers significantly influences capillary behavior. Measurements of the dynamic contact angle of tap water on geotextile fibers are reported for two geotextiles, as received from the manufacturer and after they had been treated (cleaned...
Journal Articles
Journal:
Geotechnical Testing Journal
Publisher: ASTM International
Article Type: Technical Notes
Geotech. Test. J.. December 1996, 19(4): 432–437.
Published Online: December 1, 1996
... specimen wrapped around the surface of an expanding thin-wall cylinder. The parametric study conducted on two nonwoven polyolefin geotextiles showed that the diameter of the cell and the geometry of the specimen have a statistically insignificant effect on the tension-strain behavior of the tested...
Journal Articles
Journal:
Geotechnical Testing Journal
Publisher: ASTM International
Article Type: Research-Article
Geotech. Test. J.. December 1983, 6(4): 181–189.
Published Online: December 1, 1983
...BS Gerry; GP Raymond Since about 1965, synthetic fabrics commonly known as geotextiles have contributed to the solution of many civil engineering drainage, separation, and reinforcement problems. In recent years an effort has been made to develop general guidelines for the selection of geotextiles...
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