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Articles

An empirical predictive model for the dynamic resilient modulus based on the static resilient modulus and California bearing ratio of cement- and lime-stabilised subgrade soils

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Pages 2818-2837 | Received 14 Jan 2020, Accepted 05 Aug 2020, Published online: 21 Aug 2020

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Seyed Erfan Hosseini, Alireza Tabarsa & Amin Bahmanpour. (2023) Experimental study of subgrade soil stabilised with geopolymer based on glass powder and calcium carbide. Road Materials and Pavement Design 24:9, pages 2209-2224.
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Frank Siaw Ackah, Wang Hailiang, Feng Huaiping, Lichao Cheng & Liu Zheng Feng. (2022) Use of Taguchi method to evaluate the unconfined compressive strength of quicklime stabilized silty clayey subgrade. Case Studies in Construction Materials 17, pages e01417.
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Martin Decký, Marian Drusa, Daniel Papán & Juraj Šrámek. (2022) The Relationship between Dynamic and Static Deformation Modulus of Unbound Pavement Materials Used for Their Quality Control Methodology. Materials 15:8, pages 2922.
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Shengpeng Hao & Thomas Pabst. (2022) Prediction of CBR and resilient modulus of crushed waste rocks using machine learning models. Acta Geotechnica 17:4, pages 1383-1402.
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