Scaling effects on centrifuge modelling of energy piles

Author(s):  
Chao Zhang
2018 ◽  
pp. 1365-1370 ◽  
Author(s):  
I. Ghaaowd ◽  
J. McCartney ◽  
X. Huang ◽  
F. Saboya ◽  
S. Tibana

2014 ◽  
Vol 4 (4) ◽  
pp. 310-316 ◽  
Author(s):  
C. W. W. Ng ◽  
C. Shi ◽  
A. Gunawan ◽  
L. Laloui

2016 ◽  
Vol 2 (74) ◽  
pp. 2559-2564
Author(s):  
Chao Shi ◽  
P. A. Van Laak ◽  
Anthony Gunawan ◽  
Charles W. W. Ng

2016 ◽  
Vol 6 (1) ◽  
pp. 34-38 ◽  
Author(s):  
C. W. W. Ng ◽  
A. Gunawan ◽  
C. Shi ◽  
Q. J. Ma ◽  
H. L. Liu

Energies ◽  
2021 ◽  
Vol 14 (4) ◽  
pp. 1190
Author(s):  
Tomasz Sliwa ◽  
Aneta Sapińska-Śliwa ◽  
Tomasz Wysogląd ◽  
Tomasz Kowalski ◽  
Izabela Konopka

The development of civilization, and subsequent increase in the number of new buildings, poses engineering problems which are progressively more difficult to solve, especially in the field of geotechnics and geoengineering. When designing new facilities, particular attention should be paid to environmental aspects, and thus any new facility should be a passive building, fully self-sufficient in energy. The use of load-bearing energy piles could be a solution. This article presents research on the cement slurry formulas with the addition of graphite and graphene, that can be used as a material for load-bearing piles. The proposed solution is to introduce U-tubes into the pile to exchange heat with the rock mass (the so-called energy piles). A comparison of four slurry formulas is presented: the first one consisting mainly of cement (CEM I), graphite, and water, and the remaining three with different percentages of graphene relative to the weight of dry cement. The results could contribute to the industrial application of those formulas in the future.


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