D Geo Pipeline Verification Report DGeo
User Manual: Pdf DGeoPipeline-Verification-Report
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Page Count: 144 [warning: Documents this large are best viewed by clicking the View PDF Link!]
- Introduction
- 1 Group 1: Benchmarks from literature (exact solution)
- 2 Group 2: Benchmarks from literature (approximate solution)
- 3 Group 3: Benchmarks from spreadsheets
- 3.1 HDD with 2D geometry – Steel pipe in two compressible undrained layers
- 3.2 HDD with 2D geometry – Vertical bearing capacity in homogeneous compressible undrained layer with = 0
- 3.3 HDD with 2D geometry – Polyethylene (PE 80) pipe in two compressible undrained layers
- 3.4 HDD with 2D geometry – Steel pipe in two incompressible drained layers
- 3.5 HDD with 2D geometry – Steel pipe in a sequence of a compressible undrained layer and a compressible drained layer
- 3.6 HDD with 2D geometry – Steel pipe in a sequence of an incompressible undrained layer and an incompressible drained layer
- 3.7 HDD with 3D geometry – Steel pipe in 4 layers – Compressible border above drainage border
- 3.8 Special strength analysis
- 3.9 HDD with 3D geometry – Bundled pipeline (3 steel pipes and 2 PE pipes)
- 3.10 HDD with 3D geometry – Bundled pipeline (2 PE pipes)
- 3.11 HDD with 3D geometry – Bundled pipeline (3 steel pipes)
- 3.12 Micro tunneling with 3D geometry – Steel pipe
- 3.13 Micro tunneling with 3D geometry – Synthetic pipe
- 3.14 Micro tunneling with 3D geometry – Concrete pipe
- 3.15 Trenching (3 sections) – 3D geometry in four layers – Compressible border above drainage border
- 3.16 Trenching (3 sections) – 3D geometry in four layers – Drainage border above compressible border
- 3.17 Bundled pipeline with Special Stress Analysis
- 3.18 HDD with 3D geometry – Pipeline configuration not ending at surface and with an angle between radii
- 3.19 HDD with 2D geometry – Stress Analysis per Vertical – Steel pipe
- 3.20 HDD with 3D geometry – Stress Analysis per Vertical – PE pipe
- 3.21 HDD – Determination of the minimum allowable radius
- 3.22 HDD – PE pipe not filled with water on rollers
- 3.23 HDD – PE pipe always filled (100%) – Implosion
- 3.24 HDD with 2D geometry – Effect of traffic loads
- 3.25 HDD with safety factors from the European Standard CEN – Steel pipe
- 3.26 HDD with safety factors from the European Standard CEN – PE pipe
- 4 Group 4: Benchmarks generated by D-Geo Pipeline
- 5 Group 5: Benchmarks compared with other programs
- Bibliography