Research Article

Study on Deformation Characteristics of Segment Joints of the Immersed Tunnel in Hong Kong-Zhuhai-Macau Bridge

Table 4

Calculation parameters of numerical simulation.

Material nameMaterial propertiesParameterUnit

Foundation modelWeight ()14.2()
Elastic modulus ()6.17()
Cohesion ()10.5()
Friction angle ()28.1()
Dilation angle ()0()
Tunnel modelWeight ()11.61()
Elastic modulus ()5670()
Prestressed anchor cableElastic modulus ()32072()