Journal of Jilin University(Engineering and Technology Edition) ›› 2023, Vol. 53 ›› Issue (8): 2321-2331.doi: 10.13229/j.cnki.jdxbgxb.20211083

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Temperature field and frost heaving analysis of prefabricated box culvert based on field monitoring

Ya-feng GONG(),Shu-zheng WU,Hai-peng BI(),Guo-jin TAN   

  1. College of Transportation,Jilin University,Changchun 130022,China
  • Received:2021-10-22 Online:2023-08-01 Published:2023-08-21
  • Contact: Hai-peng BI E-mail:gongyf@jlu.edu.cn;bihp@jlu.edu.cn

Abstract:

Based on the actual project, through the field monitoring by acquiring soil temperature and micro-strain around prefabricated box culverts, different numbers of temperature sensors and vibrating string strain gauges are buried around the culvert, and with the help of finite element software analysis, the temperature field distribution and frost heaving characteristics of the soil around the box culvert is explored. Firstly, the temperature and micro-strain of the soil around the box culvert were monitored for 12 months. Secondly, based on the unsteady heat transfer theory solved by enthalpy field, the corresponding numerical model is established by finite element software and the monitoring data are compared and analyzed to analyze the variation law of soil around the prefabricated box culvert, and finally draw some conclusions. The results show that the soil temperature around the culvert shows seasonal variation under the combined influence of thermal radiation and air convection. the quilt-effect caused by transient heating leads to a trend that temperature decreases first and then increases with soil depth. Affected by frost heaving force, the maximum stress position of box culvert is at the hinge and the maximum uplift displacement is at the top of the culvert.

Key words: geotechnical engineering, prefabricated box culvert, seasonal freezing area, temperature field, frost heave, ABAQUS

CLC Number: 

  • U449.1

Fig.1

Schematic diagram of culvert design"

Fig.2

Temperature monitoring points around the culvert"

Fig.3

Box culvert strain measuring point"

Table 1

Temperature values at four moments of Z1~Z7"

测点2019/6/242019/12/102020/1/82020/6/16
Z129.6-5.1-7.522.6
Z228.9-4.3-5.922.2
Z327.2-3-3.921.5
Z426.9-2.1-220.9
Z525.6-0.9-0.920.3
Z624.11.50.919.7
Z723.62.11.919.4

Table 2

Temperature values at four moments of L1, U1, and R1"

测点距中心距离/m2019/6/242019/12/102020/1/82020/6/16
L1-2.536.3-5.3-928
U1030.6-6.2-9.526.8
R12.535.8-6-9.427.6

Table 3

Temperature values at four moments of L5, D2, and R2"

测点距中心距离/m2019/6/242019/12/102020/1/82020/6/16
L5-2.528.42.21.522.7
D2030.5-5-8.624.9
R22.527.62.41.923.8

Table 4

Temperature values at four moments of L5, D3, and R3"

测点距中心距离/m2019/6/242019/12/102020/1/82020/6/16
L6-2.527.23.12.421.6
D3028.2-2.3-4.223.5
R32.526.93.92.921.4

Fig.4

Variation curve of daily atmospheric temperature with time in Qian'an County"

Fig.5

Z1~Z7 measuring point temperature change curve with time"

Fig.6

Temperature change curve with depth"

Table 5

Material parameters of concrete and foundation soil"

项目弹性模量/MPa泊松比密度/kg?m-3
涵身3.45×10100.202500
基础3.3×10100.202500
地基10×1080.352200
回填土20×1060.351900

Fig.7

Abaqus finite element model"

Table 6

Monthly average temperature of Qian'an County from 2019 to 2020"

月份温度/(℃)月份温度/(℃)月份温度/(℃)
621.78107.282-9.86
724.6711-3.333-0.78
822.3312-12.8848.78
916.281-14.75516.56

Fig.8

Fitting curve of monthly average temperature"

Fig.9

Temperature field distribution nephogram of different sections of prefabricated box culvert under low temperature environment"

Fig.10

Comparison of Z1-Z7 monitoring data and model data"

Fig.11

Temperature distribution map of soil around the culvert"

Fig.12

Box culvert stress cloud diagram in low temperature environment"

Fig.13

Box culvert displacement cloud map in low temperature environment"

Fig.14

Box culvert frost heave displacement map"

Table 7

Y1~Y6 measuring point strain on January 8, 2020"

测点K31+200K33+207K18+500K55+498K107+133
Y1初始值32583368361132882746
读数31463253349131712641
差值-112-115-120-117-105
Y2初始值32663041333930662875
读数33753149345731752973
差值10910811810998
Y3初始值31863135340528752994
读数32703217348529603076
差值8482808582
Y4初始值31553251355731462894
读数30863180348230792818
差值-69-71-75-67-76
Y5初始值32613177374529053064
读数31903098366828352993
差值-71-79-77-70-71
Y6初始值30633029342530143003
读数31473111350530933087
差值8482807984

Table 8

Y1~Y6 measuring point strain data and model strain data on January 8, 2020"

测点

K31

+200

K33

+207

K18

+500

K55

+498

K107

+133

平均值模型数据
Y1-112-115-120-117-105-113.8-112.75
Y210910811810998108.4107.25
Y3848280858282.681.15
Y4-69-71-75-67-76-71.6-71.12
Y5-71-79-77-70-71-73.6-70.03
Y6848280798481.882.40

Fig.15

Y1-Y6 strain monitoring data curve comparison"

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