Volume 23 Issue 2
Apr.  2023
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Article Navigation >  Journal of Traffic and Transportation Engineering  > 2023  >  23(2): 47-66
JI Jie, LIANG Ben, HAN Bing-ye, SUO Zhi, WANG Jia-ni, YU Hai-chen. Review on soil solidified technologies in road engineering in China[J]. Journal of Traffic and Transportation Engineering, 2023, 23(2): 47-66. doi: 10.19818/j.cnki.1671-1637.2023.02.003
Citation: JI Jie, LIANG Ben, HAN Bing-ye, SUO Zhi, WANG Jia-ni, YU Hai-chen. Review on soil solidified technologies in road engineering in China[J]. Journal of Traffic and Transportation Engineering, 2023, 23(2): 47-66. doi: 10.19818/j.cnki.1671-1637.2023.02.003
shu

Review on soil solidified technologies in road engineering in China

doi: 10.19818/j.cnki.1671-1637.2023.02.003
  • 1.

    School of Civil and Transportation Engineering, Beijing University of Civil Engineering and Architecture, Beijing 100044, China

  • 2.

    Beijing Collaborative Innovation Center for Energy Conservation & Emission Reduction and Sustainable Urban-Rural Development, Beijing University of Civil Engineering and Architecture, Beijing 100044, China

  • 3.

    Beijing Guodaotong Highway Design and Research Institute Co., Ltd., Beijing 100053, China

Funds:

National Key Research and Development Program of China 2022YFC38703400

National Natural Science Foundation of China 52078025

Science and Technology Project of Beijing Municipal Education Commission KZ201910016017

More Information
  • Author Bio:

    JI Jie (1972-), female, professor, PhD, jijie@bucea.edu.cn

  • Received Date: 2022-12-20
  • Publish Date: 2023-04-25
    Abstract
  • To enhance the versatility of various soil solidified technologies in road construction and to improve the regulations of solidified soil, a comparative analysis was conducted on the solidified effects and applicability ranges of stabilizers for different soils. Additionally, the specifications of road engineering design and construction were reviewed, and their strength requirements for base and sub-base were analyzed and compared with the solidified soil specifications. The compatibility of strength ranges of different grades of solidified soils and the requirements of the road specifications was studied. The internal relation between organic solidified soil and inorganic solidified soil in the strength requirements was established by integrating the solidified strength effect with the specification requirements in real situation. Research results show that inorganic, ion, and organic soil stabilizers display good solidification effects on non-special soils like clay, etc, whereas organic soil stabilizers exhibit a wider range of application and superior performance in stabilizing special soils like laterite, etc. The overlapping interval of the different 7 d unconfined compressive strength requirements for the base specified in the highway regulations and the lower limit interval comprised of various points for the minimum 7 d unconfined compressive strength requirements were combined to form an intersection interval of [1.5, 5.0] MPa. However, the minimum strength requirement for tertiary solidified soil is 2.5 MPa, which greatly differs from 5.0 MPa in the intersection interval in the highway specifications. Considering the characteristics of solidified soil and the diverse requirements of road types and structural specifications on material mechanical properties, it is suggested to refine the grading system of solidified soils by introducing three new grades: Grade Ⅳ [3.0, 4.0) MPa, Grade Ⅴ [4.0, 5.0) MPa, and Grade Ⅵ [5.0, +∞) MPa. There is no technical requirement for organic solidified soil in the current specifications and its mechanical properties are basically close to inorganic solidified soil. Its scope of application is better than inorganic solidified soil, so it is suggested that the subsequent revision of the specifications adds organic solidified soil category for standardized application.

     

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