journal article·2022-02-04Open access

A Method for Determining the Safe Thickness of Concrete Retaining Walls Based on Slab Structure Theory

Yankai Liu, Mengjun Chen, Wei Li, Bingchuan Cheng

Applied Sciences· Volume 12· Issue 3

Abstract

The safe thickness of concrete retaining walls for curtain grouting on tunnel faces is an essential factor related to tunnel safety and grouting effects. In this research, the concrete retaining wall was simplified into a standard rectangular slab structure. The Rankine active earth pressure theory and the plastic hinge theory were used to analyze the lateral force of the concrete retaining wall. By deriving the safety-thickness equation of the concrete retaining wall, a quantitative criterion that can display the mechanism of the concrete retaining wall was obtained. The traditional empirical formula and Kalmykov formula had a particular connection with the method in this paper in determining the safe thickness of the concrete retaining wall. This was negatively related to the compressive (tensile) strength of the concrete and the groundwater level and positively associated with the buried depth of the tunnel. The conversion relationship between the traditional empirical formula and the theoretical formula was established, and the exact solution formula for the value of safety coefficient K0 was given. Finally, the rationality of the theoretical formula was verified by a field test, in novel work that provides a reference for similar projects.
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Research context

OpenAlex topics: Geotechnical Engineering and Underground Structures · Geotechnical Engineering and Analysis · Geotechnical Engineering and Soil Stabilization

SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.

Affiliations

School of Civil Engineering, Geotechnical and Structural Engineering Research Center, Shandong University, Jinan 250061, China

School of Qilu Transportation, Shandong University, Jinan 250061, China

State Key Laboratory for Geomechanics and Deep Underground Engineering, China University of Mining and Technology, Xuzhou 221116, China

Funding

National Key R&D Program · National Natural Science Foundation of China Joint Project · Key R&D Program of Shandong Province · National Natural Science Foundation of China Youth Project · Natural Science Foundation of Shandong Province of China

References (30)

Show source-provided references
1. Kalmykov, E.P. (1986). Vertical Well Grouting Technology, Coal Industry Press.
2. A case study on control technology of surrounding rock of a large section chamber under a 1200-m deep goaf in Xingdong coal mine10.1016/j.engfailanal.2019.05.039 ↗
3. Practices, experience, and lessons learned based on field observations of support failures in some Chinese coal mines10.1016/j.ijrmms.2019.104097 ↗
4. Using stop wall grouting method to control water inrush in metal mine roadway
5. Squeezing failure of tunnels: A case study10.1016/j.tust.2018.04.007 ↗
6. Alteration characteristics of granite contact zone and treatment measures for inrush hazards during tunnel construction—A case study10.1016/j.enggeo.2018.01.022 ↗
7. Evaluation of discharge capacity of geosynthetic drains for potential use in tunnels10.1016/j.geotexmem.2015.03.001 ↗
8. Numerical simulation and analysis on the mechanical responses of the urban existing subway tunnel during the rising groundwater10.1016/j.tust.2020.103297 ↗
9. Li, S., Li, P., Zhang, M., and Liu, Y. (2020). Influence of Approaching Excavation on Adjacent Segments for Twin Tunnels. Appl. Sci., 10.10.3390/app10010098 ↗
10. Wang, Z., Fan, T., Li, W., and Liu, H. (2016). Application of grouting wall grouting in Tianxing Iron Mine’s roadway gushing control. Modern Min., 201–202.
11. Experimental study of in-plane flexural behavior of screen-grid insulated concrete form rectangular and T-shaped walls10.1016/j.engstruct.2021.113128 ↗
12. Flexural behavior of rubberized concrete interlocking masonry walls under out-of-plane load10.1016/j.conbuildmat.2020.120661 ↗
13. Effect of stay-in-place PVC formwork panel geometry on flexural behavior of reinforced concrete walls10.1016/j.istruc.2015.09.005 ↗
14. Modeling cyclic inelastic in-plane flexural behavior of concrete filled sandwich steel panel walls10.1016/j.engstruct.2017.06.025 ↗
15. Flexural behavior of concrete filled non-uni-thickness walled rectangular steel tube10.1016/j.jcsr.2006.09.006 ↗
16. Prediction of axial load capacity of concrete walls with openings restrained on three sides10.1016/j.istruc.2020.08.011 ↗
17. Numerical and experimental studies on sectional load capacity of concrete-infilled double steel corrugated-plate walls under combined compression and in-plane bending10.1016/j.tws.2020.107250 ↗
18. Johansen, K.W. (1962). Yield Line Theory. Cement and Concrete Association. [1st ed].
19. Influence of the plastic hinge rotations on shear strength in continuous reinforced concrete beams with shear reinforcement10.1016/j.engstruct.2020.110242 ↗
20. Plastic hinge behavior and rotation capacity in reinforced ductile concrete flexural members10.1016/j.engstruct.2019.109699 ↗
21. ‘Estimation of the moment redistribution and plastic hinge characteristics in two span beams cast with high-performance fiber reinforced Cementinious composite (HPFRCC)10.1016/j.istruc.2021.08.132 ↗
22. Solution to active earth pressure of narrow cohesionless backfill against rigid retaining walls under translation mode10.1016/j.sandf.2018.09.010 ↗
23. Alarifi, H., Mohamad, H., Nordin, N., Yusoff, M., Rafindadi, A., and Widjaja, B. (2021). A Large-Scale Model of Lateral Pressure on a Buried Pipeline in Medium Dense Sand. Appl. Sci., 11.10.3390/app11125554 ↗
24. Liu, M., Chen, X., Hu, Z., and Liu, S. (2020). Active Earth Pressure of Limited C-φ Soil Based on Improved Soil Arching Effect. Appl. Sci., 10.10.3390/app10093243 ↗
25. Dynamic equivalence, self-equilibrated excitation and Saint-Venant’s principle for an elastic strip10.1016/j.ijsolstr.2009.04.003 ↗
26. Experimental Investigation on the Usage of Steel Fibres and Carbon Fibre Mesh at Plastic Hinge Length of Slab10.1016/j.matpr.2019.04.144 ↗
27. Co-rotating rigid beam with generalized plastic hinges for the nonlinear dynamic analysis of planar framed structures subjected to impact loading10.1016/j.finel.2018.11.003 ↗
28. Plastic hinge length of rectangular RC columns using ensemble machine learning model10.1016/j.engstruct.2021.112808 ↗
29. Research and application of grouting wall grouting for water control in roadway excavation in complex geological conditions
30. Theoretical prediction of the punching shear strength of concrete flat slabs under in-plane tensile forces10.1016/j.engstruct.2020.111632 ↗