Temperature Field and Optimal Design of Duct-Ventilated Tower Foundation in Permafrost Regions

Liu, Fengyun; Shao, Zhushan; Wang, Yan

doi:https://doi.org/10.1155/2019/8191976

Advances in Materials Science and Engineering

On this page

Abstract Introduction Results and Discussion Conclusions Data Availability Conflicts of Interest Acknowledgments References Copyright Related Articles

Research Article | Open Access

Volume 2019 | Article ID 8191976 | https://doi.org/10.1155/2019/8191976

Temperature Field and Optimal Design of Duct-Ventilated Tower Foundation in Permafrost Regions

Fengyun Liu,¹Zhushan Shao,¹and Yan Wang¹

Academic Editor: Fernando Lusquiños

Received17 Jul 2018

Accepted22 Nov 2018

Published31 Mar 2019

Abstract

The bearing capacity and deformation characteristics of a tower foundation are seriously affected by its temperature status in permafrost regions. It is very important to maintain the tower foundation at a lower temperature status. In this paper, a ventilation duct is introduced into the tower foundation to decline the temperature around the tower footing. A 3D numerical heat transfer model is established to investigate the cooling effectiveness of a duct-ventilated tower foundation. Several cases with different parameters (e.g., diameters and buried depths) are calculated to compare the temperature distribution around the tower foundation during the cold season. The results show a significant cooling effect of the foundation near the ventilation duct, and an optimized case is found. In the warm season, the adjustable shutter is employed in the duct-ventilated tower foundation to prevent heat in the tower foundation. It is established that an adjustable shutter installed in the ventilation duct can keep the tower foundation in a frozen state in the warm season.

1. Introduction

The construction of the Qinghai-Tibet Power Transmission Line (QTPTL), running from Golmud (Qinghai Province) to Lhasa (Tibet Autonomous regions), began in July 2010 and was completed in October 2011. It is 550 km in length, located in permafrost regions and interspersed with 1207 towers. More than 70% of the towers are established by precast or cast-in-place footings with embedding depths ranging from 3.7 to 6.0 m [1, 2]. Due to the characteristic design of the transmission tower, a substantial heave force threatens the stability of the shallow foundation [3, 4]. Since temperature is an important influencing factor, keeping a lower temperature is the key to guaranteeing the thermal stability of the tower foundation.

Thermosyphons are widely used to maintain thermal stability in the QTPTL based on their outstanding cooling effect. In the late 1960s, thermosyphons were adopted to improve the thermal stability of foundations in the cold regions of Canada and America. Thermosyphons have been used in the Qinghai-Tibet Highway in China since 1989 and have made an outstanding contribution. The cooling mechanism of thermosyphons [5, 6], the distribution of thermosyphons, the temperature distribution of the foundation [2, 7], the long-term cooling effect, and the stress of the thermosyphons were researched around the QTPTL [3, 8]. It was determined that the thermosyphons could keep the foundation soil at a lower temperature but resulted in a frost jacking risk in the foundations and thermosyphons-induced longitudinal cracks. The previously mentioned phenomena threatened the stability of the tower foundation and embankment [3, 8, 9]. In addition, the cost of thermosyphons is high and the condensate needs to be added at intervals. Thus, another active measure is proposed to use in the tower’s foundation—duct-ventilated tower foundation.

Ventilation ducts have been widely used in the Qinghai–Tibet Highway and Qinghai–Tibet Railway, showing good effectiveness [10]. To better guarantee the stability of the subgrade, perforated ducts [11], ventilation ducts with chimneys [12], ventilation ducts combined with insulation materials [13], crushed-rock revetment embankments, and crushed-rock interlayers have been applied successively [14–21]. The ventilation duct structure has been researched by numerous investigations, including laboratory experiments, field observations, numerical simulation, and innovative designs [22, 23]. The investigations showed that the ventilation duct can keep the subgrade at a lower temperature for up to 50 years [24, 25]; additionally, combined measures expressed the cooling effect better than the single ventilation duct, e.g., self-adjusting windward vents and chimneys clearly improve the cooling efficiency [26]. Furthermore, the cooling effect and mechanism were analysed by comparing the temperature and wind velocity in the duct and the temperature field surrounding the foundation [27]. The above studies provide a study basis for ventilation ducts applied in tower foundations, and the application effect should be further studied.

In this paper, the temperature field around the duct-ventilated tower foundation is analysed via numerical simulations. First, the temperature in the duct is compared to confirm the heat release status. Second, the pipe diameter, depth, and the diameter of the duct-ventilated tower foundation are analysed. The author hopes to find an optimal design for a duct-ventilated tower foundation.

2. Numerical Model

To guarantee the thermal stability of the tower, the thermal stability of every foot should be considered. For better simulating the boundary of the tower footing, one footing is chosen for calculation. The computational area extends 15 m from the footing centreline and 20 m vertically from the natural ground surface. The diameter of the ventilated-duct tower foundation is D, the diameter of the ventilation duct is d, and the buried depth of the duct-ventilated tower foundation is H. Figure 1 shows the profile map of the duct-ventilated tower foundation. The column of the foundation soil is divided into backfills and weathered mudstone based on the construction method, with thicknesses of 5 m and 15 m, respectively. The footing has a cone-shaped pile with a height of 4.1 m in the upper part and a cylinder base in the lower part 0.6 m in height and 1.5 m in radius. The influence on the temperature distribution under different buried depths and diameters of the duct-ventilated tower foundation and the diameter of the ventilation duct are considered. Because diameters of thermosyphons are 76 mm, the calculated diameters of the ventilation duct are 8 cm, 12 cm, 16 cm, and 20 cm. The depth of the duct-ventilated tower foundation is based on the depth of the footing, so the calculated buried depths of the duct-ventilated tower foundation are 4.3 m, 4.5 m, and 4.7 m. The diameter of the duct-ventilated tower foundation is 4 m, 4.5 m, and 5 m. The details of the cases are shown in Table 1, and the thermal parameters are shown in Table 2.

2.1. Heat Transfer Model for the Air-Ventilated Duct-Soil System

The analysis system is CFX in workbench 14.5. A 3D numerical model is constructed to analysis the temperature distribution of the ventilation duct. Four ventilation ducts are distributed symmetrically. The assumption is that the air has constant physical properties and can be treated as an incompressible fluid.

Considering the conduction and phase change problem, the heat transfer process can be written as [29]where and are the effective volumetric heat capacity and effective thermal conductivity, respectively. The phase change of the media in the tower foundation occurs in a range of temperatures (). and are volumetric heat capacity and thermal conductivity of the media in the frozen area, respectively. and are volumetric heat capacity and thermal conductivity of the media in the unfrozen area, respectively. is the latent heat per unit volume. and are expressed as [30]

2.2. Boundary and Initial Conditions

The mean annual ground temperature is approximately −1∼−2°C, the mean annual air temperature is approximately −4.0∼−5°C, and the mean annual wind velocity is approximately 3.0∼5.0 m/s [31, 32]. According to available research and the situ observations, the thermal boundary condition can be written as follows [32, 33]:

The air temperature:

The natural ground surface temperature:

The geothermal heat flux at the bottom boundary is 0.06 W/m², and the lateral boundaries are assumed to be adiabatic.

According to the investigation for wind in the Qinghai–Tibet Plateau, the wind velocity 10 m above the ground surface is changed based on the following equation [27]:

It is assumed that the initial temperature of the ground surface is –1.0°C, the air temperature is –4°C, and the wind velocity is 4 m/s. The calculation begins from July 15, and the time step is 365 h (calculated 48 times per year). The initial temperature boundary condition on July 15 was obtained through a long-term transient solution with the mentioned boundaries.

3. Results and Discussion

The cooling effect of the duct-ventilated tower foundation is validated by comparing the mean annual temperature in the ventilation duct and temperature on the inner wall and axis of the duct. The following cases are calculated: 3 duct diameters (d = 8 cm, 12 cm, 16 cm, and 20 cm), 3 buried depths of the ducts (H = 4.3 m, 4.5 m, and 4.7 m), and 3 ventilated-duct tower foundation diameters (D = 4 m, 4.5 m, and 5 m). Finally, the duct-ventilated tower foundation with an adjustable shutter is calculated.

3.1. Temperature and Wind Velocity in the Ventilated Duct

The detailed parameters of the ventilated ducts are listed in Table 1 (C1 and C5). The calculation is performed based on the above parameters and the initial and boundary conditions. To check the reliability of the computational model and method in this study, the axial wind velocities changing along the radial direction in the middle cross-section of the duct on January 15 and July 15 are shown in Figure 2. The mean annual temperatures in the duct wall and the axial of the duct are shown in Figure 3. The velocity of the wind on those two dates has the same distribution form as Figure 7 in Zhang et al. [27]. The distribution of the annual mean temperature in the lateral duct (from D to L in Figure 3) is similar to Figure 5 in Zhang et al. [27]. Therefore, the computational model and method in this paper are reliable.

The velocity of the wind in the duct has a maximum value near the axial, and the velocity near the inner wall is the minimum value (Figure 2). These kinds of distributions are consistent with the usual form of turbulent pipe flow. Furthermore, the mean velocities are 2.7 m/s and 1.5 m/s on January 15 and July 15, respectively (Figure 4). It can therefore fully develop turbulent flow [27].

To demonstrate the cooling effect of the ventilation duct, Figure 3 displays a comparison of the calculated mean annual temperatures in the axis of the duct, inner wall of the duct, and the virtual duct. The virtual duct is from C 1, which is calculated without the ventilation duct. In detail, the mean annual temperature in the inner wall of the duct (–3.4°C) is higher than the temperature in the axis of the duct (–3.75°C), and the mean annual temperature in the axis of the duct (–3.75°C) is higher than the outside air (–4°C). This illustrates that the annual heat release of the ventilated duct is larger than the annual heat absorption. Furthermore, the mean annual temperature in the virtual duct (–1.3°C) is higher than the temperature (–3.4°C) in the duct. This obviously means that the ventilation ducts can cool the soil around them. The above results show that the ventilation duct has a good cooling effect.

However, the duct-ventilated tower foundation is different from the duct-ventilated embankment. The ventilated ducts in the tower foundation have a vertical section. The distributions of the temperature and the velocity are also significantly different. The temperature in the inlet is larger than in the bottom of the duct, which is the same as the velocity. Meanwhile, the temperature in the inlet is slightly higher than the outlet, but the velocity in the inlet is lower than that in the outlet.

3.2. Temperature Distribution

In the permafrost region, the temperature is the most important determined factor that controls construction stability. For a duct-ventilated tower foundation, different parameters can affect the temperature distribution of the surrounding foundation soils. To find the influence of the parameters on the temperature distributions of the tower foundation, the temperature distribution of the duct-ventilated tower foundation is analysed for 5 years.

3.2.1. Influence of the Pipe Diameter

The detailed parameters of the operating conditions, which have different diameters, are shown in Table 1 (C2, C3, C4, and C5). Figure 5 shows the temperature distributions of the tower foundation. Figure 5(a) is the temperature distribution of the foundation without a duct-ventilated tower foundation on January 15, and Figures 5(b)–5(e) are the temperature distributions of the tower foundation with different diameters on January 15 after 5 years of construction. This shows that there are significant differences between Figure 5(a) and Figures 5(b)–5(e). In Figure 5(a), the isotherms are parallel, but the isotherms in Figures 5(b)–5(e) are changed intensively around the ventilation duct. It can be seen that Figure 5(a) has the smallest range of the −1.0°C isotherm and Figure 5(e) has the largest range of −1.0°C isotherm.

(a)

(b)

(c)

(d)

(e)

Figures 6(a)–6(d) are the temperature at different depths on January 15. When H = −11.6 m, the temperature is close to a straight line, which means that the soil stays in a thermally stable state. When H = −7.9 m, the temperature has a wave, which means that the diameter of the duct has an influence in the lateral direction. When H = −6.7 m, the temperature near the bottom of the duct is lower than the temperature of the bottom of the tower footing, with the minimum value appearing in Figure 6(d).

(a)

(b)

(c)

(d)

Figure 7 is the temperature at a depth of −4.7 m after 5 years of construction on January 15. The influence of the ventilation duct reaches to 10 m from the footing centreline. The lowest temperature is approximately −8°C in the footing centreline, and the lowest temperature is approximately −14°C at the bottom of the ventilated duct. As far as the present comparison is concerned, d = 20 cm has the best cooling effect.

3.2.2. Influence of the Buried Depth

The detail parameters of the operating cases, which have different buried depths (−4.3 m, −4.5 m, and −4.6 m), are shown in Table 1 (C5, C6, and C7). Figures 8(a)–8(c) are the temperature distributions of the tower foundation with different buried depths on January 15 after 5 years of construction. They show that the isotherms are very intensively around the ventilation duct. It can be seen that H = −4.3 m has the smallest range of the −1.0°C isotherm and H = −4.7 m has the largest range of the −1.0°C isotherm.

(a)

(b)

(c)

Figures 9(a)–9(c) are the temperatures at different distances from the footing centreline. The cooling effect is better than others in the footing centreline. At 8 m and 10 m, there is no difference, which is that the influence range is 8 m from the centreline. In Figure 10, with the cooling effect of the ventilation duct, the temperature obviously declines, but the depth has little influence on the cooling effect.

(a)

(b)

(c)

3.2.3. Influence of the Duct-Ventilated Tower Foundation Diameter

The detailed parameters of the operating conditions, which have different lateral distances (4 m, 4.5 m, and 5 m), are shown in Table 1 (C5, C8, and C9). Figures 11(a)–11(c) are the temperature distributions of the tower foundation with different lateral distances on January 15 after 5 years of construction. They display that the isotherms are very intensively around the ventilated duct at a depth of 0 m to 5 m.

(a)

(b)

(c)

In Figure 12, when H = −11.6 m, the temperature does not have a large wave. This means that the soil stays in a thermally stable state. When H = −7.9 m, the temperature has a wave. This means that lateral distance of the duct has an influence in the lateral direction. When H = −6.7 m, the temperature near the duct and tower footing is much lower than the temperature of other places as shown in Figure 12 and the temperature on the bottom of the duct is lower than the bottom of the tower footing [34].

(a)

(b)

(c)

Figure 13 is the temperature at a depth of −4.7 m on January 15. The lowest temperature is approximately −8°C in the footing centreline, and the lowest temperature is approximately −14.3°C at the bottom of the ventilated duct.

3.3. Parameter Optimization

Figure 14 shows the mean annual temperatures of all cases. It is shown that d = 0.2 m always has a lower temperature than the other 3 diameters and the lowest temperature (−2.6°C) appears in the bottom of the footing in the Figure 14(a). It can be seen from Figure 14(b) that H = −4.7 m has a lower temperature than other buried depths. It can also be seen from Figure 14(c) that L = 4 m always has a lower temperature than the other two conditions and the lowest temperature (−2.6°C) appears in the bottom of the footing. Obviously, C5 has the best cooling effect in the above conditions. The instantaneous temperatures of C5 are displayed in Figure 14(d) at four time nodes (Jan 15, Apr 15, Jul 15, and Oct 15). It is regrettable that the temperature in the depth of −4.7 m is higher than 0°C, as that would melt in the bottom of the tower footing. Our aim is to keep the tower footing stable at all times. In other words, the temperature under the bottom of the tower footing must under 0°C. Therefore, it is against our original intention. This problem should be solved.

(a)

(b)

(c)

(d)

3.4. Duct-Ventilated Tower Foundation with an Adjustable Shutter

To reduce the temperature under the footing bottom on July 15, the duct-ventilated tower foundation with an adjustable shutter is proposed. In the warm season (the temperature above 0°C), the duct is kept close; in the cold season (the temperature under 0°C), the duct is kept open. The detailed work time is shown in Figure 15, and the detailed operating conditions are shown in Table 1 (C5 and C10). The only difference between the two cases is that C10 is kept close in the warm season and C5 is kept open in the warm season.

Based on the ventilation duct, a large thermal gradient quite clearly develops around the ventilation duct and foundation soils. On July 15, the temperatures on the bottom of the footing with the ventilation duct are −2°C and 0°C in the two operating conditions, respectively (Figures 16(a) and 16(b)). In the shallow foundation soils, the depth of the thaw is 1 m in Figure 16(a) and 3 m in Figure 16(b), and the 0°C isothermal line around the footing is 4 m higher than that in Figure 16(b). Due to the ventilated duct and good heat transfer through the concrete footing, the soil temperature near the duct and footing has a much greater difference. The temperature around the duct and footing in Figure 16(a) is almost under −2°C, which illustrates that the soils in this region stay frozen, but the temperatures around the duct and footing in Figure 16(b) are all above 0°C. This demonstrates that the duct-ventilated tower footing with a self-adjusting windward switch can keep the soil frozen on July 15. Figure 16(c) shows the temperature distribution without a ventilated-duct tower foundation. The 0°C isothermal line around the footing is 2 m lower than that in Figure 16(a). This satisfies the requirement of keeping the tower footing stable all the time.

(a)

(b)

(c)

4. Conclusions

This paper presents a potential method to cool down the tower foundation temperature in permafrost regions. The temperature distribution of the ventilated-duct tower foundation is simulated and discussed based on the monitoring dates from QTPTL. The contributions are as follows:(1)The ventilated duct around the tower foundation can effectively reduce the temperature of the tower foundation during the cold season(2)A ventilated-duct tower foundation with a good cooling effect can be obtained by an optimized analysis(3)In the warm season, the foundation can stay at a lower temperature by employing an adjustable shutter in the ventilation duct

It should be noted that the potential method could be used in other places with other geological parameters.

Data Availability

The data used to support the findings of this study are available from the corresponding author upon request.

Conflicts of Interest

The authors declare that they have no conflicts of interest.

Acknowledgments

This research was supported by the National Natural Science Foundation of China (no. 10772143).

References

Y. H. Mu, G. Y. Li, Q. H. Yu et al., “Numerical simulation of heat transfer processes of cone-cylinder pipe and cooling effects of thermosyphon along the Qinghai-Tibet DC interconnection project,” Journal of Glaciology and Geocryology, vol. 36, no. 1, pp. 106–117, 2014.
View at: Google Scholar
Y. Pan and C. Wu, “Numerical investigations and engineering applications on freezing expansion of soil restrained two-phase closed thermosyphons,” International Journal of Thermal Sciences, vol. 41, pp. 341–347, 2002.
View at: Publisher Site | Google Scholar
Y. Zhou and G. Zhou, “Intermittent freezing mode to reduce frost heave in freezing soils-experiments and mechanism analysis,” Canadian Geotechnical Journal, vol. 49, no. 6, pp. 686–693, 2012.
View at: Publisher Site | Google Scholar
G. S. Wang, Q. H. Yu, L. Guo et al., “Prevention and control of freezing and thawing disasters in electric transimission lines constructed in permafrost regions,” Journal of Glaciology and Geocryology, vol. 36, no. 1, pp. 137–143, 2014, in Chinese.
View at: Google Scholar
S. Ed-Dîn Fertahi, T. Bouhal, Y. Agrouaz, T. Kousksou, T. El Rhafiki, and Y. Zeraouli, “Performance optimization of a two-phase closed thermosyphon through CFD numerical simulations,” Applied Thermal Engineering, vol. 128, pp. 551–563, 2018.
View at: Publisher Site | Google Scholar
Y. You, T. Zhao, Z. Wu, P. Chen, and X. Xu, “Comprehensive thermal model of thermosyphon heat exchanger integrated with thermal resistances of phase changes,” Applied Thermal Engineering, vol. 128, pp. 471–479, 2018.
View at: Publisher Site | Google Scholar
L. C. Fang, B. Yu, J. F. Li, Y. Zhao, G. Yu, and W. Zhao, “Numerical analysis of frozen soil around the Mohe–Daqing crude oil pipeline with thermosyphons,” Heat Transfer Engineering, vol. 39, no. 7-8, pp. 630–641, 2017.
View at: Google Scholar
S. Wang, L. Jin, H. Peng, J. Chen, and K. Mu, “Damage analysis of the characteristics and development process of thermosyphon embankment along the Qinghai-Tibet Highway,” Cold Regions Science and Technology, vol. 142, pp. 118–131, 2017.
View at: Publisher Site | Google Scholar
C. Yuan, Q. H. Yu, Y. H. You, and L. Guo, “Formation mechanism of longitudinal cracks in expressway embankments with inclined thermosyphons in warm and ice-rich permafrost regions,” Applied Thermal Engineering, vol. 133, pp. 12–32, 2018.
View at: Publisher Site | Google Scholar
Y. Qin and J. Zhang, “A review on the cooling effect of duct-ventilated embankments in China,” Cold Regions Science and Technology, vol. 95, pp. 1–10, 2013.
View at: Publisher Site | Google Scholar
M. J. Hu, R. Wang, L. W. Kong et al., “Simulated experiment of the embankment with perforated ventilation pipes and the features of its initial temperature field of the Qinghai-Tibet Railway,” Journal of Glaciology and Geocryology, vol. 26, no. 5, pp. 582–586, 2004, in Chinese.
View at: Google Scholar
L. J. Yang, B. X. Sun, Q. W. Yang, Q. Liu, and X. Z. Xu, “Cooling capability of duct-ventilated highway embankment enhanced by self-windward vent,” Journal of Civil, Architectural and Environmental Engineering, vol. 33, no. 1, pp. 87–92, 2011, in Chinese.
View at: Google Scholar
Z. Q. Liu, Y. M. Lai, X. F. Zhang, and S. J. Zhang, “Numerical analysis of the ventilated embankment with thermal insulation layer in Qinghai-Tibet Railway,” Chinese Journal of Rock Mechanics and Engineering, vol. 24, no. 14, pp. 2537–2543, 2005, in Chinese.
View at: Google Scholar
Z. J. Wu, W. Ma, Y. S. F. J. Niu, and Z. Z. Sun, “Cooling effectiveness analysis of the vent-pipe, cast-detritus and heat preservation material on protecting embankment in permafrost regions,” Rock and Soil Mechanics, vol. 26, no. 8, pp. 1288–1293, 2005, in Chinese.
View at: Google Scholar
G. Liu, S. J. Wang, H. Sun, K. Yuan, and J. P. Li, “Model test and numerical simulation of cooling effect of ventilated duct-crashed rock composite embankment,” Chinese Journal of Geotechnical Engineering, vol. 37, no. 2, pp. 284–291, 2015, in Chinese.
View at: Google Scholar
R. J. Qiao, Z. S. Shao, F. Y. Liu, and W. Wei, “Damage evolution and safety assessment of tunnel lining subjected to long duration fire,” Tunnelling and Underground Space Technology, vol. 83, pp. 354–363, 2019.
View at: Publisher Site | Google Scholar
X. Z. Li and Z. S. Shao, “Investigation of macroscopic brittle creep failure caused by microcrack growth under step loading and unloading in rocks,” Rock Mechanics and Rock Engineering, vol. 49, no. 7, pp. 2581–2593, 2016.
View at: Publisher Site | Google Scholar
R. J. Qiao, Z. S. Shao, W. Wei, and Y. Y. Zhang, “Theoretical investigation into the thermo-mechanical behaviours of tunnel lining during RABT fire development,” Arabian Journal for Science and Engineering, pp. 1–12, 2018.
View at: Publisher Site | Google Scholar
K. Wu and Z. S. Shao, “Effects of pipe roof support and grouting pre-reinforcement on the track settlement,” Advances in Civil Engineering, vol. 2018, Article ID 6041305, 9 pages, 2018.
View at: Publisher Site | Google Scholar
J. Chen, Y. Sheng, Y. Chou, L. Liu, and B. Zhang, “Cooling effect of crushed rock-based embankment along the chaidaer-muli railway,” Advances in Materials Science and Engineering, vol. 2015, Article ID 182437, 8 pages, 2015.
View at: Publisher Site | Google Scholar
J. Lai, X. Wang, J. Qiu et al., “A state-of-the-art review of sustainable energy based freeze proof technology for cold-region tunnels in China,” Renewable and Sustainable Energy Reviews, vol. 82, pp. 3554–3569, 2018.
View at: Publisher Site | Google Scholar
F. J. Niu, G. D. Cheng, and Y. M. Lai, “Laboratory study on ventilation duct roadbed of Qinghai-Tibet Railway,” Journal of Xi’an Engineering University, vol. 24, no. 3, pp. 1–6, 2002, in Chinese.
View at: Google Scholar
W. B. Yu, Y. M. Lai, F. J. Niu, X. F. Zhang, and S. J. Zhang, “Temperature field features in the laboratory experiment of the ventilated railway embankment in permafrost regions,” Journal of Glaciology and Geocryology, vol. 24, no. 5, pp. 601–607, 2002, in Chinese.
View at: Google Scholar
H. Peng, W. Ma, Y. H. Mu, L. Jin, and K. Yuan, “Degradation characteristics of permafrost under the effect of climate warming and engineering disturbance along the Qinghai-Tibet Highway,” Natural Hazards, vol. 75, no. 3, pp. 2589–2605, 2014.
View at: Publisher Site | Google Scholar
L. F. Fan, Z. J. Wu, Z. Wan, and J. W. Gao, “Experimental investigation of thermal effects on dynamic behavior of granite,” Applied Thermal Engineering, vol. 125, pp. 94–103, 2017.
View at: Publisher Site | Google Scholar
G. Y. Li, N. Li, and X. J. Quan, “The temperature features for different ventilated-duct embankments with adjustable shutters in the Qinghai–Tibet railway,” Cold Region Science and Technology, vol. 44, no. 2, pp. 99–110, 2006.
View at: Publisher Site | Google Scholar
M. Zhang, Y. Lai, F. Niu, and S. He, “A numerical model of the coupled heat transfer for duct-ventilated embankment under wind action in cold regions and its application,” Cold Regions Science and Technology, vol. 45, no. 2, pp. 103–113, 2006.
View at: Publisher Site | Google Scholar
Y. H. Dong, Y. M. Lai, and W. Chen, “Cooling effect of combined L-shaped thermosyphon, crushed-rock revetment and insulation for high-grade highways in permafrost regions,” China Journal of Geotechnical Engineering, vol. 34, no. 6, pp. 1043–1049, 2012.
View at: Google Scholar
W. Q. Tao, Numerical Heat Transfer, Xi’an Jiaotong University Press, Xi’an, China, 2nd edition, 2004.
Y. M. Lai, M. Y. Zhang, and S. Y. Li, Theory and Application of Cold Regions Engineering, Science Press, Beijing, China, 2009.
Q. Yu, Y. Ji, Z. Zhang, Z. Wen, and C. Feng, “Design and research of high voltage transmission lines on the Qinghai-Tibet Plateau-a special issue on the permafrost power lines,” Cold Regions Science and Technology, vol. 121, pp. 179–186, 2016.
View at: Publisher Site | Google Scholar
M. Zhang, Y. Lai, Q. Wu et al., “A full-scale field experiment to evaluate the cooling performance of a novel composite embankment in permafrost regions,” International Journal of Heat and Mass Transfer, vol. 95, pp. 1047–1056, 2016.
View at: Publisher Site | Google Scholar
L. Guo, Z. Zhang, X. Wang et al., “Stability analysis of transmission tower foundations in permafrost equipped with thermosiphons and vegetation cover on the Qinghai-Tibet Plateau,” International Journal of Heat and Mass Transfer, vol. 121, pp. 367–376, 2018.
View at: Publisher Site | Google Scholar
Y. Z. Yang, Z. S. Shao, J. F. Mi, and X. F. Xiong, “Effect of adjacent hole on the blast-induced stress concentration in rock blasting,” Advances in Civil Engineering, vol. 2018, Article ID 5172878, 13 pages, 2018.
View at: Publisher Site | Google Scholar

Copyright

Copyright © 2019 Fengyun Liu et al. This is an open access article distributed under the Creative Commons Attribution License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.

PDF Download Citation

Download other formats

Order printed copies