Prediction of the Coefficient of Consolidation of Soil via the Hyperbolic Fitting Method during Piezocone Dissipation Test-Reference-Cited by-同舟云学术

Prediction of the Coefficient of Consolidation of Soil via the Hyperbolic Fitting Method during Piezocone Dissipation Test

Published:2020-10 Issue:10 Volume:20 Page:06020026
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Cai Guojun¹^ORCID,Liu Lulu²^ORCID,Liu Xiaoyan³^ORCID,Li Xuepeng⁴,Liu Songyu⁵,Puppala Anand J.⁶^ORCID,Congress Surya S. C.⁷^ORCID

Affiliation:

1. Professor, Institute of Geotechnical Engineering, Southeast Univ., Nanjing, Jiangsu 211189, China. ORCID: .

2. Ph.D. Student, Institute of Geotechnical Engineering, Southeast Univ., Nanjing, Jiangsu 211189, China (corresponding author). ORCID: .

3. Ph.D. Student, Institute of Geotechnical Engineering, Southeast Univ., Nanjing, Jiangsu 211189, China. ORCID: .

4. Institute of Geotechnical Engineering, Southeast Univ., Nanjing, Jiangsu 211189, China.

5. Professor, Institute of Geotechnical Engineering, Southeast Univ., Nanjing, Jiangsu 211189, China.

6. Professor and A.P. and Florence Wiley Chair, Zachry Dept. of Civil and Environmental Engineering, Texas A&M Univ., Rm. 801B, Dwight Look Engineering Building (DLEB), College Station, TX 77843-3136. ORCID: .

7. Associate Research Scientist, Zachry Dept. of Civil and Environmental Engineering, Texas A&M Univ., 201 Dwight Look Engineering Bldg., College Station, TX 77843-3136. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0001813

Reference40 articles.

1. Monotonic and dilatory pore-pressure decay during piezocone tests in clay

2. Evaluation of subsurface spatial variability in site characterization based on RCPTU data

3. Predictions of coefficient of consolidation from CPTU dissipation tests in Quaternary clays

4. Consolidation Parameters Interpretation of CPTU Dissipation Data Based on Strain Path Theory for Soft Jiangsu Quaternary Clays

5. Characterization on the correlation between shear wave velocity and piezocone tip resistance of Jiangsu clays

Cited by 2 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. State-of-the-Art Review on Determining One-Dimensional Consolidation Parameters Based on Compression and Distribution of Pore Water Pressure: Coefficient of Consolidation (cv), End of Primary (EOP) Consolidation;Archives of Computational Methods in Engineering;2024-07-04

2. Bayesian probabilistic characterization of consolidation behavior of clays using CPTU data;Acta Geotechnica;2021-06-28