Research Article
Parameter Analysis of Wall Thickness of Cured-in-Place Pipe Linings for Semistructured Rehabilitation of Concrete Drainage Pipe
Table 1
Material parameters and values.
| | Property | Value |
| | Subgrade | | Density (kg/m3) | 1800 | | Elastic modulus (MPa) | 50 | | Poisson’s ratio | 0.3 | | Cohesion (KPa) | 18 | | Angle of internal friction (°) | 30 | | Pavement layer | | Density (kg/m3) | 2400 | | Elastic modulus (MPa) | 1200 | | Poisson’s ratio | 0.25 | | Concrete | | Density (kg/m3) | 2300 | | Elastic modulus (MPa) | 30000 | | Poisson’s ratio | 0.2 | | Gasket | | Density (kg/m3) | 1200 | | C10 (Pa) | 70000 | | C01 (Pa) | 430000 | | D1 (Pa−1) | 2.94E − 5 |
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