تأثیر شرایط زهکشی بر رفتار مکانیکی ماسه شماره 161 فیروزکوه تحت آزمایش‌های سه‌محوری

Abazari Oskouei V, Maleki Tabrizi E, Hajialilue Bonab M, “An experimental study on triaxial compression tests considering coupled volumetric–shear strain paths”, The International Conference on Nature-Inspired Solutions for Built Environment, 2025. https://doi.org/10.26392/SSM.NlSE.24.052

Adamidis O, Madabhushi SPG, “Experimental investigation of drainage during earthquake-induced liquefaction”, Géotechnique, 2018, 68 (8), 655-665.

https://doi.org/10.1680/jgeot.16.P.090

Ampadu SK, Tatsuoka F, “Effect of setting method on the behaviour of clays in triaxial compression from saturation to undrained shear”, Soils and Foundations, 1993, 33 (2), 14-34.

https://doi.org/10.3208/sandf1972.33.2_14

ASTM D5311, “Standard test method for load controlled cyclic triaxial strength of soil”, ASTM International, West Conshohocken, PA, 2011.

https://doi.org/10.1520/D5311-11

ASTM D2487, “Standard practice for classification of soils for engineering purposes (Unified Soil Classification System)”, ASTM International, West Conshohocken, PA, 2011.

https://doi.org/10.1520/D2487-11

ASTM D7181, “Standard test method for consolidated drained triaxial compression test for soils”, ASTM International, West Conshohocken, PA, 2011, 1-12.

https://doi.org/10.1520/D7181-11

Chen WB, Liu K, Feng WQ, Yin JH, “Partially drained cyclic behaviour of granular fill material in triaxial condition”, Soil Dynamics and Earthquake Engineering, 2020, 139, 106355.

https://doi.org/10.1016/j.soildyn.2020.106355

Dai F, Lee CF, Wang S, Feng Y, “Stress-strain behaviour of a loosely compacted volcanic-derived soil and its significance to rainfall-induced fill slope failures”, Engineering Geology, 1999, 53 (3-4), 359-370.

https://doi.org/10.1016/S0013-7952(99)00016-2

Eliadorani AA, “The response of sands under partially drained states with emphasis on liquefaction”, Doctoral Dissertation, University of British Columbia, 2000.

https://doi.org/10.14288/1.0063746

Farahmand K, Lashkari A, Ghalandarzadeh A, “Firoozkuh sand: introduction of a benchmark for geomechanical studies”, Iranian Journal of Science and Technology, Transactions of Civil Engineering, 2016, 40 (2), 133-148.

https://doi.org/10.1007/s40996-016-0009-0

Gananathan N, “Partially drained response of sands”, Doctoral dissertation, University of British Columbia, 2002.

https://doi.org/10.14288/1.0063669

Irani AE, Hajialilue-Bonab M, Assadi-Langroudi A, Tabrizi EM, “Pore-pressure-dependent performance of rocking foundations”, Soil Dynamics and Earthquake Engineering, 2024, 183, 108772. https://doi.org/10.1016/j.soildyn.2024.108772

Lashkari A, Falsafizadeh SR, Rahman MM, “Influence of linear coupling between volumetric and shear strains on instability and post-peak softening of sand in direct simple shear tests”, Acta Geotechnica, 2021, 16 (11), 3467-3488.

https://doi.org/10.1007/s11440-021-01288-5

Lashkari A, Yaghtin MS, “Sand flow liquefaction instability under shear–volume coupled strain paths”, Géotechnique, 2018, 68 (11), 1002-1024. https://doi.org/10.1680/jgeot.17.P.164

Logeswaran P, “Behaviour of sands under simultaneous changes in volume and pore pressure”, Doctoral dissertation, Carleton University, 2005. https://doi.org/10.22215/etd/2005-07628

Maleki Tabrizi E, Dibazar AA, Hajialilue-Bonab M, Esmatkhah Irani A, Assadi-Langroudi A, “The partially drained behaviour of dense fibre-reinforced sands”, Sustainability, 2023, 15 (23), 16286. https://doi.org/10.3390/su152316286

Miura S, Toki S, “A sample preparation method and its effect on static and cyclic deformation-strength properties of sand”, Soils and Foundations, 1982, 22 (1), 61-77.

https://doi.org/10.3208/sandf1972.22.61

Roscoe KH, Schofield AN, Wroth AP, “On the yielding of soils”, Géotechnique, 1958, 8 (1), 22-53.

https://doi.org/10.1680/geot.1958.8.1.22

Salomon J, Patino-Ramirez F, O’Sullivan C, “Stress-dilatancy and micromechanics of sand under partially drained conditions”, Computers and Geotechnics, 2025, 183, 107200.

https://doi.org/10.1016/j.compgeo.2025.107200

Sivathayalan S, Logeswaran P, “Behaviour of sands under generalized drainage boundary conditions”, Canadian Geotechnical Journal, 2007, 44 (2), 138-150. https://doi.org/10.1139/t06-110

Sivathayalan S, Logeswaran P, “Experimental assessment of the response of sands under shear-volume coupled deformation”, Canadian Geotechnical Journal, 2008, 45 (9), 1310-1323. https://doi.org/10.1139/T08-068

Tabrizi EM, Tohidvand HR, Hajialilue-Bonab M, Mousavi E, Ghassemi S, “An investigation on the strain accumulation of the lightly EICP-cemented sands under cyclic traffic loads”, Journal of Road Engineering, 2023, 3 (2), 203-217.

https://doi.org/10.1016/j.jreng.2023.03.002

Tohidvand HR, Maleki Tabrizi E, Esmatkhah Irani A, Hajialilue-Bonab M, Farrin M, “Effects of the fiber reinforcement on the monotonic behavior of sands considering coupled volumetric–shear strain paths”, International Journal of Geosynthetics and Ground Engineering, 2023, 9 (4), 39. https://doi.org/10.1007/s40891-023-00462-x

Umehara Y, Zen K, Hamada K, “Evaluation of soil liquefaction potentials in partially drained conditions”, Soils and Foundations, 1985, 25 (2), 57-72. https://doi.org/10.3208/sandf1972.25.2_57

Vaid YP, Eliadorani A, “Instability and liquefaction of granular soils under undrained and partially drained states”, Canadian Geotechnical Journal, 1998, 35 (6), 1053-1062. https://doi.org/10.1139/t98-061

Vaid YP, Eliadorani A, “Undrained and drained (?) stress-strain response”, Canadian Geotechnical Journal, 2000, 37 (5), 1126-1130. https://doi.org/10.1139/t00-036

Yamamoto Y, Hyodo M, Orense RP, “Liquefaction resistance of sandy soils under partially drained condition”, Journal of Geotechnical and Geoenvironmental Engineering, 2009, 135 (8), 1032-1043. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000051

Yoshimine M, Ishihara K, “Flow potential of sand during liquefaction”, Soils and Foundations, 1998, 38 (3), 189-198. https://doi.org/10.3208/sandf.38.3_189

Yoshimine M, Robertson PK, Wride CE, “Undrained shear strength of clean sands to trigger flow liquefaction: Reply”, Canadian Geotechnical Journal, 2001, 38 (3), 654-657. https://doi.org/10.1139/t00-114

Zhu J, Leung AK, Wang Y, “Partially drained uplift behaviour of plant roots in dilative soils”, Canadian Geotechnical Journal, 2023, 61 (3), 500-518. https://doi.org/10.1139/cgj-2023-0104

Zürn J, Mugele L, Stutz HH, “Novel experimental method for rate-independent triaxial tests under partial drainage condition”, Géotechnique Letters, 2024, 14 (3), 100-105. https://doi.org/10.1680/jgele.23.00120