1-10 of 10
Keywords: laboratory
Close
Follow your search
Access your saved searches in your account

Would you like to receive an alert when new items match your search?
Close Modal
Sort by
Journal Articles
Publisher: ASTM International
Article Type: Technical Papers
Geotech. Test. J.. November 2020, 43(6): 1519–1540.
Paper No: GTJ20180146
Published Online: November 1, 2020
...Masahide Otsubo; Catherine O’Sullivan; Steven Ackerley; Duncan Parker The (small-strain) elastic moduli of soil can be determined from stress wave velocity measurements. Bender/extender elements are widely used in laboratory experiments; however, discussion on how to accurately determine wave...
Journal Articles
Publisher: ASTM International
Article Type: Review Articles
Geotech. Test. J.. July 2020, 43(4): 1037–1056.
Paper No: GTJ20180350
Published Online: July 1, 2020
... , are used to measure the saturated hydraulic conductivity, K sat , of soil specimens in rigid-wall permeameters (RWPs). Several laboratory conditions and settings explain why the tests do not give K sat values but unsaturated hydraulic conductivity, K ( S r ), values for a degree of saturation, S r...
Journal Articles
Publisher: ASTM International
Article Type: Research-Article
Geotech. Test. J.. September 2015, 38(5): 620–630.
Paper No: GTJ20140218
Published Online: September 9, 2015
... laboratory experiments, which provide direct comparisons between transparent soil, conventional temperature probes, and thermal imaging. The results show the transparent soil provides reliable temperature fields across the experimental domain at high spatial and temporal resolutions. 17 09 2014 27...
Journal Articles
Publisher: ASTM International
Article Type: Research-Article
Geotech. Test. J.. July 2012, 35(4): 529–538.
Published Online: June 26, 2012
... on a laboratory mixture of cement paste, sand, and kaolinite. The influence of porosity on the proper interpretation of the diffusion tests was examined. Results of tests on three replicate specimens were consistent and indicate effective porosities of 0.26 to 0.28 and effective diffusive coefficients of 2.5 × 10...
Journal Articles
Publisher: ASTM International
Article Type: Research-Article
Geotech. Test. J.. July 2005, 28(4): 328–335.
Published Online: July 1, 2005
...KA Warren; MA Gabr A large-scale clay specimen was prepared in the laboratory using select soil to simulate WIDE technology using a geosynthetic wick drain. While a full-scale field test is necessary to quantify system flow and contaminant removal rates using WIDE technology, laboratory work...
Journal Articles
Publisher: ASTM International
Article Type: Research-Article
Geotech. Test. J.. June 1995, 18(2): 241–251.
Published Online: June 1, 1995
... the direct shear tests. In general, results from this study were comparable to those reported in the literature and obtained from laboratory, field, and large-scale unconventional tests. However, the apparent effective strength parameters evaluated from the conventional laboratory tests seem generally higher...
Journal Articles
Publisher: ASTM International
Article Type: Research-Article
Geotech. Test. J.. September 1993, 16(3): 372–383.
Published Online: September 1, 1993
...KJ McManus; FH Kulhawy High-quality, large-size cohesive soil deposits can be prepared in the laboratory using the slurry method, which has many advantages for research and calibration purposes. The requirements for such deposits are discussed, and details are presented of the apparatus used...
Journal Articles
Publisher: ASTM International
Article Type: Research-Article
Geotech. Test. J.. March 1991, 14(1): 26–34.
Published Online: March 1, 1991
... that Cornell clay has normalized strength parameters similar to many naturally occurring cohesive soils. Supply sources for the ingredient materials are given. Kevin J. McManus 1 and Fred H. Kulhawy 2 A Cohesive Soil for Large-Size Laboratory Deposits REFERENCE: McManus, K. J. and Kulhawy, F. H., "A Cohesive...
Journal Articles
Publisher: ASTM International
Article Type: Technical Notes
Geotech. Test. J.. December 1989, 12(4): 308–310.
Published Online: December 1, 1989
... and are in error by a factor of 2 when applied to the second type of test. The correct equations for calculating hydraulic conductivity for both types of test are derived and confirmed. permeability hydraulic conductivity falling-head test laboratory soils rock porous media permeameter water Darcy's...
Journal Articles
Publisher: ASTM International
Article Type: Research-Article
Geotech. Test. J.. September 1988, 11(3): 173–178.
Published Online: September 1, 1988
...AJ Lutenegger; RT Saber A review of various criteria that have been proposed to identify collapsible soils and test techniques, which are used to quantify the amount of collapse, is presented. The results of a series of laboratory single and double oedometer collapse tests conducted on three...