New Method for Calculating Soil Pressure on Shallow Underground Structures in Layered Soil

To calculate the surrounding soil pressure applied to shallow underground structures in layered soils, a new calculation method suitable for shallow underground works in layered soil is proposed by introducing the horizontal slice method (HSM). Through comparison with traditional methods and measure...

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Published in:	Geotechnical and geological engineering Vol. 42; no. 7; pp. 5731 - 5752
Main Authors:	Pan, Yingdong, Zhou, Xiaojun, Han, Shi, Zhang, Lu, Cui, Pengbo
Format:	Journal Article
Language:	English
Published:	Cham Springer International Publishing 01.09.2024 Springer Nature B.V
Subjects:	Civil Engineering Cohesion Depth Earth and Environmental Science Earth pressure Earth Sciences Equivalence Friction Geotechnical Engineering & Applied Earth Sciences Hydrogeology Internal friction Lateral pressure Lateral stress Layered soils Original Paper Pressure Railway tunnels Slice method Soil Soil layers Soil stresses Soils Terrestrial Pollution Underground railways Underground structures Vertical distribution Waste Management/Waste Technology Shallow underground structure Surrounding soil pressure Theoretical calculation Layered soil Horizontal slice method
ISSN:	0960-3182, 1573-1529
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Abstract	To calculate the surrounding soil pressure applied to shallow underground structures in layered soils, a new calculation method suitable for shallow underground works in layered soil is proposed by introducing the horizontal slice method (HSM). Through comparison with traditional methods and measured data, the rationality and accuracy of the proposed method are demonstrated. Model parameters, model assumptions, and limitations of the proposed method are also discussed. The research results find that the vertical soil pressure obtained from the proposed method is close to the results of Bierbaum’s theory and method in the Chinese “ Code for Design of Railway Tunnel ”, all showing a linear growth trend, but the lateral earth pressure derived from the proposed method shows a nonlinear distribution. The vertical pressure is linearly positively correlated with internal friction angle, cohesion, and burial depth, while it is linearly negatively correlated with the equivalent friction angle. The lateral earth pressure decreases with an increase in the internal friction angle and cohesion at the same depth, while it increases with an increasing equivalent friction angle. For layered soil, lateral stress undergoes abrupt changes of different degrees at the soil layer boundary and the burial depth boundary.
AbstractList	To calculate the surrounding soil pressure applied to shallow underground structures in layered soils, a new calculation method suitable for shallow underground works in layered soil is proposed by introducing the horizontal slice method (HSM). Through comparison with traditional methods and measured data, the rationality and accuracy of the proposed method are demonstrated. Model parameters, model assumptions, and limitations of the proposed method are also discussed. The research results find that the vertical soil pressure obtained from the proposed method is close to the results of Bierbaum’s theory and method in the Chinese “Code for Design of Railway Tunnel”, all showing a linear growth trend, but the lateral earth pressure derived from the proposed method shows a nonlinear distribution. The vertical pressure is linearly positively correlated with internal friction angle, cohesion, and burial depth, while it is linearly negatively correlated with the equivalent friction angle. The lateral earth pressure decreases with an increase in the internal friction angle and cohesion at the same depth, while it increases with an increasing equivalent friction angle. For layered soil, lateral stress undergoes abrupt changes of different degrees at the soil layer boundary and the burial depth boundary. To calculate the surrounding soil pressure applied to shallow underground structures in layered soils, a new calculation method suitable for shallow underground works in layered soil is proposed by introducing the horizontal slice method (HSM). Through comparison with traditional methods and measured data, the rationality and accuracy of the proposed method are demonstrated. Model parameters, model assumptions, and limitations of the proposed method are also discussed. The research results find that the vertical soil pressure obtained from the proposed method is close to the results of Bierbaum’s theory and method in the Chinese “ Code for Design of Railway Tunnel ”, all showing a linear growth trend, but the lateral earth pressure derived from the proposed method shows a nonlinear distribution. The vertical pressure is linearly positively correlated with internal friction angle, cohesion, and burial depth, while it is linearly negatively correlated with the equivalent friction angle. The lateral earth pressure decreases with an increase in the internal friction angle and cohesion at the same depth, while it increases with an increasing equivalent friction angle. For layered soil, lateral stress undergoes abrupt changes of different degrees at the soil layer boundary and the burial depth boundary.
Author	Cui, Pengbo Han, Shi Zhang, Lu Pan, Yingdong Zhou, Xiaojun
Author_xml	– sequence: 1 givenname: Yingdong surname: Pan fullname: Pan, Yingdong organization: State Key Laboratory of Intelligent Geotechnics and Tunnelling, Southwest Jiaotong University – sequence: 2 givenname: Xiaojun orcidid: 0000-0003-3892-8819 surname: Zhou fullname: Zhou, Xiaojun email: Zhouxjyu69@163.com organization: State Key Laboratory of Intelligent Geotechnics and Tunnelling, Southwest Jiaotong University – sequence: 3 givenname: Shi surname: Han fullname: Han, Shi organization: School of Civil Engineering, Shijiazhuang Tiedao University – sequence: 4 givenname: Lu surname: Zhang fullname: Zhang, Lu organization: Bridge and Tunnel Design Office, China Railway First Survey and Design Institute Group Co. Ltd – sequence: 5 givenname: Pengbo surname: Cui fullname: Cui, Pengbo organization: School of Transportation Engineering, Jiangsu Vocational Institute of Architectural Technology
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Snippet	To calculate the surrounding soil pressure applied to shallow underground structures in layered soils, a new calculation method suitable for shallow...
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SubjectTerms	Civil Engineering Cohesion Depth Earth and Environmental Science Earth pressure Earth Sciences Equivalence Friction Geotechnical Engineering & Applied Earth Sciences Hydrogeology Internal friction Lateral pressure Lateral stress Layered soils Original Paper Pressure Railway tunnels Slice method Soil Soil layers Soil stresses Soils Terrestrial Pollution Underground railways Underground structures Vertical distribution Waste Management/Waste Technology
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Title	New Method for Calculating Soil Pressure on Shallow Underground Structures in Layered Soil
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