Modeling of Grout Returned Height for Postgrouting at Pile Tip Considering the Soil Unloading and Time-Dependent Behavior of Cement Viscosity Effects-Reference-Cited by-同舟云学术

Modeling of Grout Returned Height for Postgrouting at Pile Tip Considering the Soil Unloading and Time-Dependent Behavior of Cement Viscosity Effects

Published:2023-08 Issue:8 Volume:23 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Wu Yue¹,Deng Yating²,Zhang Xuefu³,Zhao Cheng⁴,Zhao Chunfeng⁴

Affiliation:

1. Associate Professor, State Key Laboratory of Mountain Bridge and Tunnel Engineering, Chongqing Jiaotong Univ., Chongqing 400074, China; School of Civil Engineering, Chongqing Jiaotong Univ., Chongqing 400074, China; Dept. of Geotechnical Engineering, Tongji Univ., Shanghai 200092, China; Chongqing Jianzhu College, Chongqing 400072, China (corresponding author).

2. Master’s Student, School of Civil Engineering, Chongqing Jiaotong Univ., Chongqing 400074, China.

3. Professor, School of Civil Engineering, Chongqing Jiaotong Univ., Chongqing 400074, China.

4. Professor, Dept. of Geotechnical Engineering, Tongji Univ., Shanghai 200092, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-8438

Reference30 articles.

1. Effect of Construction on Axial Capacity of Drilled Foundations in Piedmont Soils

2. Construction Effect on Load Transfer along Bored Piles

3. The model of grout migration height for pressured grouting at pile tip based on time-dependent behavior of viscosity and its engineering application;Dai G. L.;Chin. J. Geotech. Eng.,2018

4. Effect of construction on axial capacity of drilled foundations in piedmont soils;Dan B.;J. Geotech. Geoenviron. Eng.,2002

5. Prediction of Grouting Penetration Height Along the Shaft of Base Grouted Pile

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