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Keywords: compressibility
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Journal Articles
Publisher: ASTM International
Article Type: Technical Papers
Geotech. Test. J.. March 2024, 47(2): GTJ20230354.
Paper No: GTJ20230354
Published Online: March 1, 2024
...Bahador Yazdanpour; Mehran Karimpour-Fard; Mohsen Sabermahani; Sandro Lemos Machado The mechanical response of municipal solid waste (MSW) under different types of loading and testing conditions has been explored by many researchers. However, the effect of temperature on MSW compressibility has yet...
Journal Articles
Publisher: ASTM International
Article Type: Technical Papers
Geotech. Test. J.. November 2021, 44(6): 1863–1885.
Paper No: GTJ20200143
Published Online: November 1, 2021
... porewater pressure generation/dissipation and settlement occur simultaneously during shaking under partially drained conditions. The average vertical strains computed from measured surface settlements in these tests neglect (1) the impact of effective stress on compressibility and (2) settlements that occur...
Journal Articles
Publisher: ASTM International
Article Type: Technical Papers
Geotech. Test. J.. January 2018, 41(1): 1–16.
Paper No: GTJ20170088
Published Online: December 7, 2017
...Amin Soltani; An Deng; Abbas Taheri; Asuri Sridharan; A. R. Estabragh This paper aims at the development of a regression-aided analytical framework for modeling and analyzing the compressibility behavior of over-consolidated soils. A three-parameter rectangular hyperbola function (3P-RH...
Journal Articles
Publisher: ASTM International
Article Type: Research-Article
Geotech. Test. J.. November 2017, 40(6): 936–950.
Paper No: GTJ20160270
Published Online: November 10, 2017
...Mahdi Keramatikerman; Amin Chegenizadeh; Hefu Pu Atrazine (ATZ) is one of the most heavily used herbicides in the world, particularly in the United States and Australia. This study evaluated the compressibility and permeability characteristics of two Western Australia natural clays contaminated...
Journal Articles
Publisher: ASTM International
Article Type: Technical Notes
Geotech. Test. J.. July 2016, 39(4): 695–702.
Paper No: GTJ20150147
Published Online: July 5, 2016
...Y.-T. Pan; H.-W. Xiao; F.-H. Lee; K.-K. Phoon This technical note proposes a modified log-linear compression relationship for the pre-yield isotropic compression behavior of cement-admixed marine clay. The difference between this modified relationship and the conventional log-linear relationship...
Journal Articles
Publisher: ASTM International
Article Type: Research-Article
Geotech. Test. J.. July 2016, 39(4): 624–632.
Paper No: GTJ20150160
Published Online: July 5, 2016
... in temperature-induced effects. 21 12 2014 19 01 2016 12 04 2016 triaxial test pore water pressure temperature compressibility sand volume change References ASTM D854-14, Standard Test Methods for Specific Gravity of Soil Solids by Water Pycnometer , ASTM International...
Journal Articles
Publisher: ASTM International
Article Type: Technical Notes
Geotech. Test. J.. March 2016, 39(2): 324–330.
Paper No: GTJ20150145
Published Online: March 8, 2016
...Liqiang Sun; Jiangxin Lu; Wei Guo; Shuwang Yan; Tianqiang Jia In this paper, one-dimensional consolidation and permeability tests are conducted to investigate the compressibility and permeability of reconstituted marine clay that has been used as filling material for a land reclamation project...
Journal Articles
Publisher: ASTM International
Article Type: Research-Article
Geotech. Test. J.. July 2015, 38(4): 537–548.
Paper No: GTJ20140149
Published Online: July 15, 2015
...Ali Soleimanbeigi; Tuncer Edil A procedure for thermal conditioning was introduced to accelerate the compression and improve geotechnical properties of recycled asphalt pavements (RAP) including resilient modulus, compressibility, shear strength, and creep response. Temperature-controlled resilient...
Journal Articles
Publisher: ASTM International
Article Type: Research-Article
Geotech. Test. J.. September 2012, 35(5): 771–783.
Published Online: August 9, 2012
... to the specimen during preparation are tested. The results of this testing program, including the intact material properties, and a characterization of the compression behaviour of clay shale from the Bearpaw Formation is also presented herein. Results show that a reduced specimen size, when working with a hard...
Journal Articles
Publisher: ASTM International
Article Type: Research-Article
Geotech. Test. J.. March 2011, 34(2): 139–146.
Published Online: March 1, 2011
... , “ Geotechnical Aspects of the Northridge Earthquake of 17 January, 1994 in Los Angeles ,” Earthquake Engng. Field Investigation Team Report Institution of Structural Engineers, London, Chap. 3. Pestana , J. M. and Whittle , A. J. , 1995 , “ Compression Model for Cohesionless Soils...
Journal Articles
Publisher: ASTM International
Article Type: Technical Notes
Geotech. Test. J.. November 2008, 31(6): 526–530.
Published Online: November 1, 2008
... results on four soils show that the c v values of the slope and Casagrande methods are comparable but lower than those of the Taylor method. 21 09 2006 04 05 2008 05 06 2008 coefficient of consolidation end of primary settlement compaction permeability compressibility...
Journal Articles
Publisher: ASTM International
Article Type: Research-Article
Geotech. Test. J.. March 2008, 31(2): 166–174.
Published Online: March 1, 2008
...Charles Hird; Chee-Ming Chan Laboratory experiments were carried out on stabilized clays to study the relationship between shear wave velocity and one-dimensional compressibility. One artificial clay, kaolin, and two natural clays, from Malaysia and Sweden, were tested. These were stabilized...
Journal Articles
Publisher: ASTM International
Article Type: Research-Article
Geotech. Test. J.. March 2006, 29(2): 175–179.
Published Online: March 1, 2006
... excellent repeatability of the apparent volume change during the loading and unloading process. 11 01 2005 10 10 2005 01 12 2005 Unsaturated soils suction compressibility volume change device experimental techniques triaxial test stress path cell References Aversa...
Journal Articles
Publisher: ASTM International
Article Type: Technical Notes
Geotech. Test. J.. November 2005, 28(6): 596–604.
Published Online: November 1, 2005
...-dimensional (zero lateral strain) compression are determined using both oedometer and filtration testing and equated using the developed theoretical relationship. The results indicate that the two testing methods are essentially the same, and that their relevant analysis techniques give similar outcomes...
Journal Articles
Publisher: ASTM International
Article Type: Research-Article
Geotech. Test. J.. September 2004, 27(5): 469–474.
Published Online: September 1, 2004
...A Sridharan; HB Nagaraj Knowledge of the rate at which the compression of the soil layer takes place is essential from design considerations. This can be achieved by determining the value of the coefficient of consolidation, c v . To obtain c v , it is essential to conduct a routine one-dimensional...
Journal Articles
Publisher: ASTM International
Article Type: Research-Article
Geotech. Test. J.. March 2002, 25(1): 78–84.
Published Online: March 1, 2002
... capacity and compressibility of the treated soils. Unlike some of the previously published research, an increase in hydraulic conductivity of the treated soils was obtained with an increase in percent fly ash and curing time. X-ray diffractograms indicate that pozzolanic reactions cause an alteration...
Journal Articles
Publisher: ASTM International
Article Type: Technical Notes
Geotech. Test. J.. September 2001, 24(3): 330–333.
Published Online: September 1, 2001
...A Sridharan; K Prakash Depending upon the initial water content of the soil sample, a family of compression curves is possible. Identification of characteristic limiting water contents for any fine grained soil system, along with the unique mechanisms controlling them, helps obtain the limiting...
Journal Articles
Publisher: ASTM International
Article Type: Research-Article
Geotech. Test. J.. March 2001, 24(1): 109–120.
Published Online: March 1, 2001
... environment, it is essential to understand the compressibility and permeability characteristics of segregated sediments, in addition to those of homogeneous sediments. The present paper discusses the compressibility and permeability behaviors of soft segregated and homogeneous sediments, making use...
Journal Articles
Publisher: ASTM International
Article Type: Research-Article
Geotech. Test. J.. March 2001, 24(1): 39–50.
Published Online: March 1, 2001
... of specimen preparation dominating. Results of oedometer tests indicate that consolidation properties are noticeably affected by the initial specimen condition, and reasonably strong correlations exist between the preconsolidation pressure and the coefficient of volume compressibility of the clay...
Journal Articles
Publisher: ASTM International
Article Type: Research-Article
Geotech. Test. J.. December 1998, 21(4): 336–347.
Published Online: December 1, 1998
... the compressibility and the static liquefaction potential of the sand. compressibility fines content laboratory test liquefaction relative density sands size distribution void ratio References ASTM , 1996 , Test Methods for Maximum Index Density and Unit Weight of Soils Using a Vibratory Table...