بررسی آزمایشگاهی تأثیر دانه بندی، فاکتور شکل و تراکم بر نفوذپذیری ناهمسانگرد خاک‌های درشت دانه

Aguiar dos Santos R, Esquivel E,2018 Saturated anisotropic hydraulic conductivity of a compacted                lateritic soil. Journal of Rock Mechanics and Geotechnical Engineering. 10(5):986-991.  DOI: 10.1016/j.jrmge.2018.04.005.

Anonymous, 2006a. ASTM D4253-00: Standard test methods for maximum index density and unit    weight of soils using a vibratory table. ASTM int., West Conshohocken, PA. doi:10. 1520/D4253-00R06.

Anonymous, 2006b. ASTM D4254-00. Standard test methods for minimum index density and unit weight of soils and calculation of relative density. ASTM int., West Conshohocken, PA. doi:10. 1520/D4254-00.

Anonymous, 2011a. Standard D2434 – Permeability of granular soils (Constant Head). ASTM annual CDs of standards, 04. 08, West Conshohocken, PA.

Anonymous, 2011b. ASTM D5856-15. Standard test method for measurement of hydraulic conductivity of porous material using a rigid-wall, compaction-mold permeameter. West Conshohocken, PA.

Bagarello V, Sferlazza S and Sgroi A, 2009. Testing laboratory methods to determine the anisotropy of saturated hydraulic conductivity in a sandy–loam soil. Geoderma 154(1): 52–58.

Chapuis P, Denis G and Bass K, 1989. Laboratory Permeability Test on Sand: Influence of the Compaction Method on Anisotropy. Geotechnical Testing Journal 26: 32-35.

Chapuis P and Gill D, 1989. Hydraulic anisotropy of homogeneous soils and rocks: Influence of the densification process. Bulletinof theInternational Association ofEngineering Geology 39: 75-86.

Chapuis P, Gill DE and Baas K, 1989. Laboratory permeability tests on sand: Influence of the compaction method on anisotropy.  Geotechnical Testing Journal 26: 614-622.

Gernez S, Bouchedda A, Gloguen E, Paradis D. 2019. Comparison Between Hydraulic Conductivity Anisotropy and Electrical Resistivity Anisotropy from Tomography Inverse Modeling. Front. Environ. 7: 1-15   DOI: 10.3389/fenvs.2019.00067.

Moore PJ, 1979. Determination of permeability anisotropy in a two-way permeameter.  Geotechnical Testing Journal 2(3): 167-169.

 Stephenson D, 1979. Rock Fills in Hydraulic Engineering. Elsevier Scientific, Amsterdam, 215 p.

Wang J and Qiu Z, 2015. Anisotropic hydraulic conductivity and critical hydraulic gradient of a crushed sandstone–mudstone particle mixture. Marine Georesources and Geotechnology DOI: 10.1080/1064119X.2015.1103825.