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Volume 51 Issue 11
Mar.  2022
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Article Navigation >  INDUSTRIAL CONSTRUCTION  > 2021  >  51(11): 154-158
ZHAO Xiaowan, XU Yidong, DAI Di, CAO Tianci, LI Yifan, PENG Jie. EXPERIMENTAL STUDY ON PAVEMENT PERFORMANCES OF CEMENT-STABILIZED SOIL REINFORCED WITH SUPER ABSORBENT POLYMERS[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(11): 154-158. doi: 10.13204/j.gyjzG20110202
Citation: ZHAO Xiaowan, XU Yidong, DAI Di, CAO Tianci, LI Yifan, PENG Jie. EXPERIMENTAL STUDY ON PAVEMENT PERFORMANCES OF CEMENT-STABILIZED SOIL REINFORCED WITH SUPER ABSORBENT POLYMERS[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(11): 154-158. doi: 10.13204/j.gyjzG20110202
shu

EXPERIMENTAL STUDY ON PAVEMENT PERFORMANCES OF CEMENT-STABILIZED SOIL REINFORCED WITH SUPER ABSORBENT POLYMERS

doi: 10.13204/j.gyjzG20110202

  • 1. Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai University, Nanjing 210098, China;

  • 2. Jiangsu Research Center for Geotechnical Engineering Technology (Hohai University), Nanjing 210098, China;

  • 3. Jiansu Branch, CCCC Second Highway Consultants Corportion Limited, Nanjing 210004, China; 4.Institute of Surveying and Mapping of Baogang Group, Baotou 014017, China

  • Received Date: 2020-11-02
    Available Online: 2022-03-29
    Abstract
  • Cement-stabilized soil has the characteristics of poor durability generally. By a series of unconfined compression tests, compactness tests, dry wet cycle tests and CBR tests on cement-stabilized soil mixed with the super absorbent ploymers, the strength, compactness and durability of the cement-stabilized soil reinforced by SAP were analyzed and studied. The experimental results proved that: adding SAP could improve the unconfined compressive strength of cemented soil, up to 185% and improve the compaction characteristics of cement-stabilized soil, the optimal moisture content could be increased by 2%. With the increase of drying and wetting cycles, the mass loss of SAP-cement-stabilized soil could be reduced, while the unconfined compressive strength could be improved by 121%, which indicated that SAP could improve the durability of cement-stabilized soil; the CBR of specimens cemented with cement and SAP were slightly lower than that cemented with cement. Adding SAP could obviously improve many indexes of pavement performances for cement-stabilized soil and meet the requirements of subgrade fillings of high-grade highways.
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