Prediction and Design of Grouting Parameters for Long and Large-Diameter Postgrouted Drilled Shafts-Reference-Cited by-同舟云学术

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Prediction and Design of Grouting Parameters for Long and Large-Diameter Postgrouted Drilled Shafts

Published:2024-02 Issue:2 Volume:24 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Hu Tao¹^ORCID,Wan Zhihui²,Dai Guoliang³^ORCID,Gong Weiming³^ORCID,Fang Bowen⁴^ORCID

Affiliation:

1. Ph.D. Candidate, School of Civil Engineering, Southeast Univ., Nanjing 211189, China. ORCID: .

2. Associate Professor, School of Civil Engineering, Southeast Univ., Nanjing 211189, China; College of Transportation Engineering, Nanjing Tech Univ., Nanjing 211816, China (corresponding author).

3. Professor, School of Civil Engineering, Southeast Univ., Nanjing 211189, China. ORCID: .

4. Master’s Candidate, School of Civil Engineering, Southeast Univ., Nanjing 211189, China. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-8965

Reference29 articles.

1. AASHTO. 2012. Specifications for highway bridges. 6th ed. Washington, DC: AASHTO.

2. Static testing of pile–base post-grouting piles of the Suramadu Bridge;Dai G. L.;Geotech. Test. J.,2011

3. Duan, X., and F. H. Kulhawy. 2009. “Tip post-grouting of slurry–drilled shafts in soil: Chinese experiences.” In Proc., Int. Foundation Congress and Equipment Expo, 47–54. Reston, VA: ASCE.

4. Field Investigations of Two Super-long Steel Pipe Piles in Offshore Areas

5. Experimental study on pile–end post-grouting piles for superlarge bridge pile foundations;Gong W. M.;J. South. Univ.,2009

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