بررسی عددی اثر اندازه نمونه بر رفتار زهکشی‌نشده خاک چسبنده مسلح با ژئوتکستایل

Ang EC, Loehr JE, “Specimen Size Effects for Fiber-Reinforced Silty Clay in Unconfined Compression”, Geotechnical Testing Journal, 2003, 26 (2), 191-200.

Bazant ZP, “Size Effect in Blunt Fracture: Concrete, Rock, Metal”, Journal of Engineering Mechanics, 1984, 110) 4(, 518-535.

Fourie AB, Fabian KJ, “Laboratory determination of clay-geotextile interaction”, Geotextiles and Geomembranes, 1987, 6, 275-294.

Haeri SM, Noorzad R, Oskoorouchi AM, “Effect of Geotextile Reinforcement on the Mechanical Behavior of Sand”, Geotextiles and Geomembranes, 2000, 18 (6), 385-402.

Harris HG, Sabnis GM, “Structural Modeling and Experimental Techniques”, 2nd Edition, CRC Press, 1999.

Noorzad R, Mirmoradi SH, “Laboratory Evaluation of the Behavior of a Geotextile Reinforced Clay”, Geotextiles and Geomembranes, 2010, 28 (4), 386-392.

Omar T, Lakkaraju SK, Osouli A, Sadrekarimi A, “Influence of Specimen Size in Engineering Practice”, Geo-Congress, 2014, Technical Papers, GSP234, 2960-2969.

PLAXIS Reference Manual, 2D-Version8, A.A.Balkema Publishers, Lisse, Abingdon, Exton (pa), Tokyo, 2002.

Standard Test Method for Unconsolidated-Undrained Triaxial Compression Test on Cohesive Soils, ASTM D2850.

Tuna SC, Altun S, “Mechanical behaviour of sand-geotextile interface”, ScientiaIranica A, 2012, 19 (4), 1044-1051.

Unnikrishnan N, Rajagopal K, Krishnaswamy NR, “Behaviour ofreinforced clay under static and cyclic loading”, Geotextiles and Geomembranes, 2002, 20 (2), 117-133.

Yang KH, Yalew WM, Nguyen MD, “Behavior of Geotextile-Reinforced Clay with a Coarse Material Sandwich Technique under Unconsolidated-Undrained Triaxial Compression”, Journal of International Geomechanical, (ASCE), 2015, 16 (3), 1-15.