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1-20 of 20
Keywords: seepage
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Journal Articles
Journal:
Geotechnical Testing Journal
Publisher: ASTM International
Article Type: Technical Papers
Geotech. Test. J.. November 2024, 47(6): 1205–1228.
Paper No: GTJ20230454
Published Online: November 1, 2024
... a constant mean effective stress, the effect of the stress deviator on the suffusion kinetics appears limited, for the tested soil and shear stress ratios. 18 07 2023 26 04 2024 28 08 2024 internal erosion seepage suffusion stress state hydraulic gradient energy-based approach...
Journal Articles
Journal:
Geotechnical Testing Journal
Publisher: ASTM International
Article Type: Technical Papers
Geotech. Test. J.. January 2023, 46(1): 153–167.
Paper No: GTJ20210268
Published Online: January 1, 2023
..., and erosion loss measurement. A wet method to estimate erosion loss was proposed as an alternative to the traditional oven-drying method. 16 05 2021 01 08 2022 29 09 2022 laboratory testing seepage widely graded embankment dam internal erosion References Douglas , K. J...
Journal Articles
Journal:
Geotechnical Testing Journal
Publisher: ASTM International
Article Type: Technical Papers
Geotech. Test. J.. November 2022, 45(6): 1037–1053.
Paper No: GTJ20220045
Published Online: November 1, 2022
... alluviums, and thus, there is a need to evaluate the internal stability of gravelly alluviums and assess the likelihood of internal erosion for the foundations of high embankment dams. A large-scale seepage apparatus was developed for studying the horizontal internal erosion behavior of compacted gravelly...
Journal Articles
Journal:
Geotechnical Testing Journal
Publisher: ASTM International
Article Type: Technical Papers
Geotech. Test. J.. September 2022, 45(5): 985–1004.
Paper No: GTJ20210273
Published Online: September 1, 2022
...Lucas A. Walshire; Thomas L. Brandon An embankment was instrumented and monitored as part of a multiyear project to assess appropriate pore-water pressure distributions and soil water retention curves for use as initial conditions in transient seepage analyses. The increased use of unsaturated soil...
Journal Articles
Journal:
Geotechnical Testing Journal
Publisher: ASTM International
Article Type: Technical Papers
Geotech. Test. J.. March 2022, 45(2): 281–299.
Paper No: GTJ20210126
Published Online: March 1, 2022
... gradient, seepage erosion is likely to occur in this area. A practical measure is to compact a thin layer of clayey soil with high plasticity such that it lies between the earth core and the concrete cushion. It is crucial to evaluate the capabilities of a clayey soil for this thin layer. A new apparatus...
Journal Articles
Journal:
Geotechnical Testing Journal
Publisher: ASTM International
Article Type: Technical Papers
Geotech. Test. J.. July 2020, 43(4): 894–917.
Paper No: GTJ20180375
Published Online: July 1, 2020
...Zhengguang Tian; Christopher A. Bareither; Joseph Scalia The design, construction, and evaluation of a seepage-induced consolidation test (SICT) apparatus is described. Three materials were used in this study to encompass a range of compressibility: pure kaolin clay (kaolin), kaolin clay mixed...
Journal Articles
Journal:
Geotechnical Testing Journal
Publisher: ASTM International
Article Type: Technical Papers
Geotech. Test. J.. November 2019, 42(6): 1431–1456.
Paper No: GTJ20170301
Published Online: November 1, 2019
...Vahid Pachideh; S. Majdeddin Mir Mohammad Hosseini In internal erosion studies, the effect of seepage flow direction in soil and soil layers has received little attention. However, in geotechnical structures, such as earth dams or even natural deposits, the flow may not be perpendicular...
Journal Articles
Journal:
Geotechnical Testing Journal
Publisher: ASTM International
Article Type: Technical Papers
Geotech. Test. J.. January 2018, 41(1): 43–54.
Paper No: GTJ20170031
Published Online: December 8, 2017
...C. Chen; L. M. Zhang; Hong Zhu Internal erosion involves the migration of soil particles under seepage flow and is a primary cause of dam failure and distress. With the loss of soil particles, the remaining soil grains will rearrange, resulting in soil deformations and significant settlement...
Journal Articles
Journal:
Geotechnical Testing Journal
Publisher: ASTM International
Article Type: Research-Article
Geotech. Test. J.. November 2013, 36(6): 834–846.
Paper No: GTJ20130066
Published Online: September 17, 2013
... on observations and test results. 11 04 2013 18 07 2013 10 09 2013 seepage piping internal erosion sand critical gradient References ASTM C778-03 : “Standard Specification for Standard Sand,” Annual Book of ASTM Standards , ASTM International , West Conshohocken, PA , 2003...
Journal Articles
Journal:
Geotechnical Testing Journal
Publisher: ASTM International
Article Type: Research-Article
Geotech. Test. J.. November 2013, 36(6): 929–938.
Paper No: GTJ20130002
Published Online: September 17, 2013
... can be used to describe the measured water retention curves for the rough joint. 04 01 2013 12 07 2013 09 09 2013 water retention curve seepage flow unsaturated soil fractured rock cracked soil random field References ASTM D6836-02 : Standard Test Methods...
Journal Articles
Journal:
Geotechnical Testing Journal
Publisher: ASTM International
Article Type: Research-Article
Geotech. Test. J.. May 2013, 36(3): 1–9.
Paper No: GTJ20120096
Published Online: March 28, 2013
... used to monitor the seepage of reservoirs, earth dams, water channels, embankments, tunnels, and levees. Unlike other applications, monitoring the seepage of these structures involves acquiring, processing, and analyzing the temperature information of porous media that are mainly rocks and soils...
Journal Articles
Journal:
Geotechnical Testing Journal
Publisher: ASTM International
Article Type: Research-Article
Geotech. Test. J.. November 2011, 34(6): 579–589.
Published Online: November 1, 2011
...D. S. Chang; L. M. Zhang Suffusion in soil involves selective erosion of fine particles within the matrix of coarse soil particles under seepage flow. Such loss of fine particles affects the hydraulic and mechanical behavior of the soil. In this study, a stress-controlled erosion apparatus...
Journal Articles
Journal:
Geotechnical Testing Journal
Publisher: ASTM International
Article Type: Research-Article
Geotech. Test. J.. July 2006, 29(4): 273–279.
Published Online: July 1, 2006
...RA Moffat; RJ Fannin Results are reported from the commissioning of a large rigid-walled permeameter that was designed to examine hydromechanical conditions prevailing at the onset of seepage-induced failure in soils with a potential for internal instability. A technique of slurry mixing...
Journal Articles
Journal:
Geotechnical Testing Journal
Publisher: ASTM International
Article Type: Research-Article
Geotech. Test. J.. November 2005, 28(6): 577–585.
Published Online: November 1, 2005
...J Lee; PJ Fox Seepage consolidation under normal gravity conditions can be used to prepare clay soil substrates for subsequent testing in a geotechnical centrifuge. Currently available information provides no information regarding the general efficiency of this method, which would be expected...
Journal Articles
Journal:
Geotechnical Testing Journal
Publisher: ASTM International
Article Type: Research-Article
Geotech. Test. J.. March 2003, 26(1): 92–101.
Published Online: March 1, 2003
... of normally consolidated clay beds, using seepage forces, is often used prior to final consolidation in the centrifuge. At present, the required hydraulic gradient is usually generated by high-pressure water at the top of the clay bed. This method tends to cause hydraulic fracturing at comers when rectangular...
Journal Articles
Journal:
Geotechnical Testing Journal
Publisher: ASTM International
Article Type: Research-Article
Geotech. Test. J.. September 1999, 22(3): 235–244.
Published Online: September 1, 1999
.... The present paper proposes a seepage-force-induced consolidation testing procedure for studying the compressibility and permeability behavior of soft sediments at low effective stress levels. The good agreement that has been observed between the results obtained from the proposed method and the conventional...
Journal Articles
Journal:
Geotechnical Testing Journal
Publisher: ASTM International
Article Type: Research-Article
Geotech. Test. J.. March 1996, 19(1): 65–73.
Published Online: March 1, 1996
...H Ghiassian; RD Hryciw; DH Gray A laboratory testing apparatus is described for examining slopes subjected to seepage and stabilized by anchored geosynthetics (AGS). The AGS technique can increase the stability of cohesionless slopes such as coastal dunes against surficial erosion and shallow mass...
Journal Articles
Journal:
Geotechnical Testing Journal
Publisher: ASTM International
Article Type: Research-Article
Geotech. Test. J.. March 1995, 18(1): 86–93.
Published Online: March 1, 1995
...NS Pandian; TS Nagaraj; PSRN Raju As a seepage barrier, slurry trench material should have a relatively low coefficient of permeability, in the range of 10 −7 cm/s, and at the same time should be compatible with surrounding material with regard to compressibility. Although bentonite-sand/soil mixes...
Journal Articles
Journal:
Geotechnical Testing Journal
Publisher: ASTM International
Article Type: Technical Notes
Geotech. Test. J.. December 1988, 11(4): 288–292.
Published Online: December 1, 1988
...Y Sun; C Ting A new apparatus for hydraulic fracturing tests, on which the seepage and force boundary conditions can be controlled strictly, is briefly introduced here. Some test results obtained by using this apparatus are presented as an example. These results were compared with theoretical...
Journal Articles
Journal:
Geotechnical Testing Journal
Publisher: ASTM International
Article Type: Technical Notes
Geotech. Test. J.. September 1979, 2(3): 167–169.
Published Online: September 1, 1979
...PJ Moore This paper describes the use of a new item of laboratory equipment, a two-way permeameter for determination of the degree of permeability anisotropy of compacted or undisturbed samples of soil. The test is performed on a single sample of soil. The relevant theoretical solutions for seepage...