Effect of super absorbent polymer on engineering properties of soil solidified by inorganic binder
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(1.Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai University, Nanjing 210098, China;2.Geotechnical Research Institute, Hohai University, Nanjing 210098, China;3.Baotou Steel Survey and Mapping Research Institute, Baotou 014010, China)

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TU472

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    Abstract:

    Aiming at the common problems of poor durability and dry shrinkage performance of traditional inorganic-binder solidified soil, super absorbent polymer (SAP) material was added on the basis of mucky clay reinforced by the inorganic binder. Through the unconfined compressive strength test, compaction test, dry wet cycle test, dry shrinkage deformation test and XRD test, the influence and action mechanism of SAP material on the engineering properties of inorganic-binder solidified soil were analyzed and discussed. The test results show that the addition of SAP material can not only improve the unconfined compressive strength of inorganic-binder solidified soil, but also significantly improve the compactness, durability and dry shrinkage performance. Mechanism analysis shows that SAP material mainly depends on the filling effect to improve the engineering properties of inorganic-binder solidified soil.

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彭劼,商志阳,曹天赐,等.高分子吸水树脂对无机结合料固化土工程性质的影响[J].河海大学学报(自然科学版),2023,51(1):99-104, 166.(PENG Jie, SHANG Zhiyang, CAO Tianci, et al. Effect of super absorbent polymer on engineering properties of soil solidified by inorganic binder[J]. Journal of Hohai University (Natural Sciences),2023,51(1):99-104, 166.(in Chinese))

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History
  • Received:December 11,2021
  • Revised:
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  • Online: March 15,2023
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