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作者:

Li, Zhan-Guo (Li, Zhan-Guo.) | Ning, Jian-Guo (Ning, Jian-Guo.) | Huang, Xin (Huang, Xin.)

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摘要:

The stabilized soil strength of compound soft soil stabilizer, which is composed of cementitous component and expansible component, may be increased significantly, but also may be reduced. The causes for different stabilization effects are studied. Three compound stabilizers are used to stabilize two soil samples. The unconfined compressive strength is tested, and the generation rate of calcium silicate hydrate CSH and ettringite AFt are tested by XRD tests and DSC-TG tests. The results show that the stabilization effect of compound stabilizer depends on the coordination between AFt generation rate and CSH generation rate. If CSH generation quantity is still little and the cementitous structure is very weak when AFt is generated, the volume expansion caused by the AFt generation process will increase the stabilized soil strength; and vice versa.

关键词:

Calcium silicate Compressive strength Geotechnical engineering Hydrates Hydration Silicate minerals Soil conditioners Soils Stabilization

作者机构:

  • [ 1 ] [Li, Zhan-Guo]Key Lab. of Urban Securing and Disaster Engineering, Beijing University of Technology, Beijing 100124, China
  • [ 2 ] [Li, Zhan-Guo]Beijing Key Lab. of Earthquake Engineering and Structural Retrofit, Beijing University of Technology, Beijing 100124, China
  • [ 3 ] [Li, Zhan-Guo]Department of Civil Engineering, Beijing University of Aeronautics and Astronautics, Beijing 100191, China
  • [ 4 ] [Ning, Jian-Guo]Department of Civil Engineering, Beijing University of Aeronautics and Astronautics, Beijing 100191, China
  • [ 5 ] [Ning, Jian-Guo]College of Natural Resources and Environmental Engineering, Shandong University of Science and Technology, Qingdao 266510, China
  • [ 6 ] [Huang, Xin]Department of Civil Engineering, Beijing University of Aeronautics and Astronautics, Beijing 100191, China

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来源 :

Chinese Journal of Geotechnical Engineering

ISSN: 1000-4548

年份: 2011

期: 3

卷: 33

页码: 420-426

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