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Articles

An experimental investigation into the effects of low plastic fines content on the behaviour of sand/silt mixtures

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Pages 109-128 | Received 30 Jul 2013, Accepted 16 May 2014, Published online: 28 Jul 2014

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Maziyar Abdi, Mohammad Maleki & Erfan Chali. (2023) Investigation of the critical state behavior of unsaturated silty sand with different fine contents in terms of net and effective stresses. European Journal of Environmental and Civil Engineering 0:0, pages 1-22.
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Tao Li & Xiaowei Tang. (2022) Influences of low fines content and fines mixing ratio on the undrained static shear strength of sand–silt–clay mixtures. European Journal of Environmental and Civil Engineering 26:9, pages 3706-3728.
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Zhehao Zhu, Jean-Claude Dupla, Jean Canou & Evelyne Foerster. (2022) Experimental study of liquefaction resistance: effect of non-plastic silt content on sand matrix. European Journal of Environmental and Civil Engineering 26:7, pages 2671-2689.
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Abdellah Cherif Taiba, Youcef Mahmoudi, Mostefa Belkhatir, Abdelkader Kadri & Tom Schanz. (2018) Experimental characterization of the undrained instability and steady state of silty sand soils under monotonic loading conditions. International Journal of Geotechnical Engineering 12:5, pages 513-529.
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Shuang Tian, Ke Wang, Liang Tang, Xianzhang Ling, Hongye Yan & Min Liu. (2023) Permanent deformation prediction model for freeze–thaw coarse–fine mixture of geomaterials with varying fine content: Influence of loading frequency. Cold Regions Science and Technology 216, pages 104003.
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Bibek Tamang, Ukgie Kim, Jihuan Jin, Seungjoo Lee & Yongseong Kim. (2022) Undrained monotonic shear behavior of sand mixed with a small amount of fines content. Acta Geotechnica 18:6, pages 2915-2927.
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Meisam Goudarzy, Debdeep Sarkar, Wolfgang Lieske & Torsten Wichtmann. (2023) Reply to Discussion of ‘Influence of plastic fines content on the liquefaction susceptibility of sands: monotonic loading’, by Meisam Goudarzy, Debdeep Sarkar, Wolfgang Lieske, Torsten Wichtmann; Acta Geotechnica, doi.org/10.1007/s11440-021–01,283-w. Acta Geotechnica 18:5, pages 2867-2868.
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Jiajing Zhao, Zhehao Zhu, Jiaquan Liu & Huaqiao Zhong. (2023) Damping Ratio of Sand Containing Fine Particles in Cyclic Triaxial Liquefaction Tests. Applied Sciences 13:8, pages 4833.
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Zhehao ZhuZhehao Zhu. 2023. Influence of Fine Particles on the Liquefaction Properties of a Reference Sand. Influence of Fine Particles on the Liquefaction Properties of a Reference Sand 1 41 .
Xilin LüDawei XueBin ZhangQifeng Zhong. (2022) Experimental Studies and Constitutive Modeling of Static Liquefaction Instability in Sand–Clay Mixtures. International Journal of Geomechanics 22:9.
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Youcef Mahmoudi, Abdellah Cherif Taiba, Leila Hazout & Mostefa Belkhatir. (2022) Comprehensive laboratory study on stress–strain of granular soils at constant global void ratio: combined effects of fabrics and silt content. Acta Geotechnica 17:8, pages 3269-3292.
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Mehdi Missoum Benziane, Noureddine Della, Samir Bedr, Abdelhamid Flitti, Moustapha Kaddour Djebbar & Meryem Baizid. (2022) Mechanical behavior of bio-cemented silty sand. Arabian Journal of Geosciences 15:7.
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Kexin Yin, Anne-Laure Fauchille, Eugenia Di Filippo, Panagiotis Kotronis & Giulio Sciarra. (2021) A Review of Sand–Clay Mixture and Soil–Structure Interface Direct Shear Test. Geotechnics 1:2, pages 260-306.
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Linh A. Le, Giang D. Nguyen, Ha H. Bui & José E. Andrade. (2021) Modelling the influence of fines content on the instability of silty sands considering grain scale interactions. International Journal of Plasticity 143, pages 103020.
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Aydın ÖZBAY & Ali CABALAR. (2021) Stress Fluctuations in Triaxial Testing Of Angular Grains. Teknik Dergi.
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Muhammed MAHMUDİ & Devrim ERDOĞAN. (2021) İnce Dane İçeriğinin Siltli Kum Zeminlerin Drenajsız Kayma Dayanımı Davranışı ve Durağan Durum Çizgisi Üzerindeki EtkisiThe Effect of Fine Content on Undrained Shear Strength Behavior and Steady State Line of Silty Sands. Bitlis Eren Üniversitesi Fen Bilimleri Dergisi 10:2, pages 507-520.
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Zhehao Zhu, Feng Zhang, Jean-Claude Dupla, Jean Canou, Evelyne Foerster & Qingyun Peng. (2021) Assessment of tamping-based specimen preparation methods on static liquefaction of loose silty sand. Soil Dynamics and Earthquake Engineering 143, pages 106592.
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Ismail Benessalah, Ahmed Arab & El-Hadj Meziane. (2021) Intergranular void ratio and undrained monotonic behavior of Chlef sand containing low plastic fines. Acta Mechanica 232:4, pages 1621-1640.
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Angshuman Das, Pradipta Chakrabortty & Radu Popescu. (2021) Assessment of lumped particles effect on dynamic behaviour of fine and medium grained sands. Bulletin of Earthquake Engineering 19:2, pages 745-766.
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Asskar Janalizadeh Choobbasti, Hediyeh Selatahneh & Mehrdad Karimi Petanlar. (2020) Effect of fines on liquefaction resistance of sand. Innovative Infrastructure Solutions 5:3.
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Zhehao Zhu, Feng Zhang, Jean-Claude Dupla, Jean Canou & Evelyne Foerster. (2020) Investigation on the undrained shear strength of loose sand with added materials at various mean diameter ratios. Soil Dynamics and Earthquake Engineering 137, pages 106276.
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Ahmed Miftah, Ali Hossien Basheer Garoushi & Huriye Bilsel. (2020) Effects of Fine Content on Undrained Shear Response of Sand–Clay Mixture. International Journal of Geosynthetics and Ground Engineering 6:2.
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D. D. Porcino, V. Diano, T. Triantafyllidis & T. Wichtmann. (2019) Predicting undrained static response of sand with non-plastic fines in terms of equivalent granular state parameter. Acta Geotechnica 15:4, pages 867-882.
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Luc Sibille, Pascal Villard, Félix Darve & Rodaina Aboul Hosn. (2019) Quantitative prediction of discrete element models on complex loading paths. International Journal for Numerical and Analytical Methods in Geomechanics 43:5, pages 858-887.
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R. Aboul Hosn, L. Sibille, N. Benahmed & B. Chareyre. (2018) A discrete numerical model involving partial fluid-solid coupling to describe suffusion effects in soils. Computers and Geotechnics 95, pages 30-39.
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Ching S. Chang, Mehrashk Meidani & Yibing Deng. (2017) A compression model for sand–silt mixtures based on the concept of active and inactive voids. Acta Geotechnica 12:6, pages 1301-1317.
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Rodaina Aboul Hosn, Luc Sibille, Nadia Benahmed & Bruno Chareyre. (2016) Discrete numerical modeling of loose soil with spherical particles and interparticle rolling friction. Granular Matter 19:1.
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Trung-Kien Nguyen, Nadia Benahmed & Pierre-Yves Hicher. (2017) Determination of the equivalent intergranular void ratio - Application to the instability and the critical state of silty sand. EPJ Web of Conferences 140, pages 02019.
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