Modification of mechanical properties of Shanghai clayey soil with expanded polystyrene

Modification of mechanical properties of Shanghai clayey soil with expanded polystyrene

In the present study, the resistance characteristics of Shanghai clayey soil-expanded polystyrene (EPS) mixture have been explored, using unconfined compressive and consolidation and rebound tests. EPS beads were mixed homogenously with clay soil in accordance with different mass ratios of beads to...

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Bibliographic Details
Main Authors: Jili Qu, Huan Tao, Weiqing Qu, Guoqi Han, Hongmei Liu, Abulimiti Patanmuhan, Maimaitiyusupu Semaierjiang, Batugin Andrian
Format: Article
Language:English
Published: De Gruyter 2022-03-01
Series:Science and Engineering of Composite Materials
Subjects:
eps beads
shanghai clayey soil
unconfined compressive strength
compression index
rebound index
Online Access:https://doi.org/10.1515/secm-2022-0004

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