Development and validation of a method to predict the soil thermal conductivity using thermal piezocone penetration testing (T-CPTU)

Author:

Liu Xiaoyan12,Congress Surya Sarat Chandra3,Cai Guojun4,Liu Lulu56,Liu Songyu4,Puppala Anand J7,Zhang Wenwei8

Affiliation:

1. Southeast University, 12579, Nanjing, Jiangsu, China

2. University of Warwick, 2707, Coventry, United Kingdom of Great Britain and Northern Ireland;

3. Texas A&M University System, 2655, civil engineering, 201 Dwight look engineering building, College Station, Texas, United States, 77840;

4. Southeast University, 12579, Nanjing, Jiangsu, China, 210096;

5. Southeast University, 12579, Nanjing, Jiangsu, China, 210096

6. University of Warwick, 2707, Coventry, United Kingdom of Great Britain and Northern Ireland, CV4 7AL;

7. Texas A&M University System, 2655, Zachry Department of Civil and Environmental Engineering, Room: 801B, Dwight Look Engineering Building (DLEB), College Station, Texas, United States, 77845-3424;

8. Southeast University, 12579, Nanjing, China, 211189;

Abstract

A new in-situ thermal piezocone penetration test (T-CPTU) system is developed to determine the thermal properties of soil. It is expected to overcome most of the shortcomings observed in existing in-situ test techniques. Based on Fourier's heat conduction equation and pore pressure dissipation theoretical equation, a method for calculating the thermal conductivity, namely the predicted temperature method, was proposed. The accuracy of T-CPTU probe testing process and thermal conductivity calculation results were verified by numerical simulation, laboratory large-scale model tank tests and thermal needle tests. Finally, the field data of T-CPTU at three sites in Nanjing, China were collected and compared with the laboratory thermal needle tests. The results indicated that the thermal conductivities obtained using T-CPTU were accurate and closer to those of laboratory thermal needle tests for most soils. The thermal conductivities of the undisturbed soil samples measured in the laboratory were lower than those obtained by T-CPTU.

Publisher

Canadian Science Publishing

Subject

Civil and Structural Engineering,Geotechnical Engineering and Engineering Geology

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