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The "EAU 2012" takes into account the new generation of standards, which is shortly to be introduced into the building control system; it consists of Eurocode 7, the associated national application documents and additional national regulations (DIN 1054: 2010). In certain cases, partial safety factors are determined differently based on experience in practice. This means that the safety standard of sea and port buildings remains in place; the recommendations nevertheless satisfy the requirements for international recognition and application regarding the planning, design, specification, tender procedure, construction and monitoring, as well as the handover of - and cost accounting for - port and waterway systems under uniform criteria.
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1
Subsoil
1.1 Mean Characteristic Values of Soil Parameters (R 9)
1.1.1 General
For preliminary designs, the characteristic values (index k) given in Table R 9-1 may be used as empirical values for a larger body of soil. Without verification, the values in the table may only be assumed for low penetration resistance or soft consistency.
Table R 9-1 Characteristic values of soil parameters (empirical values)
No. | 1 | 2 | 3 | 4 | 5 | 6 | 7 | 8 | 9 | ||
Soil type | Soil group to DIN 181961) | Penetration resistance | Consistency in initial state, i.e. to DIN 14688-1 | Unit weight | Compressibility2) Initial loading3) ES = veσat(σ/σat)we | Shear parameters of drained soil | Hydraulic conductivity | ||||
qc | γk | ve | we | Kk | |||||||
MN/m2 | kN/m3 | kN/m3 | degree | kN/m2 | m/s | ||||||
1 | Gravel, uniformly graded | GE U4) < 6 | < 7.5 7.5–15 > 15 | 16.0 17.0 18.0 | 8.5 9.5 10.5 | 400 900 | 0.6 0.4 | 30.0–32.5 32.5–37.5 35.0–40.0 | 2 × 10−1 to 1 × 10−2 | ||
2 | Gravel, well- or gap-graded | GW, GI 6 ≤ U4) ≤ 15 | < 7.5 7.5–15 > 15 | 16.5 18.0 19.5 | 9.0 10.5 12.0 | 400 1100 | 0.7 0.5 | 30.0–32.5 32.5–37.5 35.0–40.0 | 1 × 10−2 to 1 × 10−6 | ||
3 | Gravel, well- or gap-graded | GW, GI U4) > 15 | < 7.5 7.5–15 > 15 | 17.0 19.0 21.0 | 9.5 11.5 13.5 | 400 1200 | 0.7 0.5 | 30.0–32.5 32.5–37.5 35.0–40.0 | 1 × 10−2 to 1 × 10−6 | ||
4 | Sandy gravel with proportion d < 0.06 mm < 15% | GU, GT | < 7.5 7.5–15 > 15 | 17.0 19.0 21.0 | 9.5 11.5 13.5 | 400 800 1200 | 0.7 0.6 0.5 | 30.0–32.5 32.5–37.5 35.0–40.0 | 1 × 10−5 to 1 × 10−6 | ||
5 | Gravel/sand/fine grain mixture with proportion d < 0.06 mm > 15% | < 7.5 7.5–15 > 15 | 16.5 18.0 19.5 | 9.0 10.5 12.0 | 150 275 400 | 0.9 0.8 0.7 | 30.0–32.5 32.5–37.5 35.0–40.0 | 1 × 10−7 to 1 × 10−11 | |||
6 | Sand, uniformly graded, coarse sand | SE U4) < 6 | < 7.5 7.5–15 > 15 | 16.0 17.0 18.0 | 8.5 9.5 10.5 | 250 475 700 | 0.75 0.60 0.55 | 30.0–32.5 32.5–37.5 35.0–40.0 | 5 × 10−3 to 1 × 10−4 | ||
7 | Sand, uniformly graded, fine sand | SE U4) < 6 | < 7.5 7.5–15 > 15 | 16.0 17.0 18.0 | 8.5 9.5 10.5 | 150 225 300 | 0.75 0.65 0.60 | 30.0–32.5 32.5–37.5 35.0–40.0 | 1 × 10−4 to 2 × 10−5 | ||
8 | Sand, well- or gap-graded | SW, SI 6 ≤ U4) ≤ 15 | < 7.5 7.5–15 > 15 | 16.5 18.0 19.5 | 9.0 10.5 12.0 | 200 400 600 | 0.70 0.60 0.55 | 30.0–32.5 32.5–37.5 35.0–40.0 | 5 × 10−4 to 2 × 10−5 | ||
9... |
Table of contents
- Cover
- Title Page
- Copyright
- List of Recommendations in the 9th Edition
- Preface to 11th, Revised Edition (9th English Edition) of the Recommendations of the Committee for Waterfront Structures – Harbours and Waterways
- Chapter 0: Structural Calculations
- Chapter 1: Subsoil
- Chapter 2: Active and Passive Earth Pressure
- Chapter 3: Hydraulic Heave Failure, Ground Failure
- Chapter 4: Water Levels, Water Pressure, Drainage
- Chapter 5: Ship Dimensions and Loads on Waterfront Structures
- Chapter 6: Configuration of Cross-Sections and Equipment for Waterfront Structures
- Chapter 7: Earthworks and Dredging
- Chapter 8: Sheet Piling Structures
- Chapter 9: Tension Piles and Anchors (R 217)
- Chapter 10: Quay Walls and Superstructures in Concrete
- Chapter 11: Pile Bents and Trestles
- Chapter 12: Protection and Stabilisation Structures
- Chapter 13: Dolphins (R 218)
- Chapter 14: Inspection and Monitoring of Waterfront Structures (R 193)
- Annex I Bibliography
- Annex II Notation
- Annex III List of Keywords
- EULA