OR/15/065 Appendix 2 - Strength, consistency and density classification terms and descriptions
Jump to navigation
Jump to search
| Entwisle, D, Lee, K A, and Lawley, R S. 2015. User guide for ‘BGS Civils’ - a suite of engineering properties datasets. British Geological Survey Internal Report, OR/15/065. |
| BS5930_term | Unconfined compressive strength or SPT N-values | BS5930_field_assessment |
| Extremely Strong | 250+ MPa | May be chipped or not with geological hammer, rock may ring when hit, may be broken or not by sledge hammer. |
| Very Strong | 100–250 MPa | Requires many blows with a geological hammer to fracture. |
| Strong | 50–100 MPa | Requires more than one blow of a geological hammer to fracture. |
| Medium Strong | 25–50 MPa | Cannot be scraped or peeled with pocket knife, specimen can be fractured with one blow of a geological hammer. |
| Weak – Strong | 5–100 MPa | Ranges from: Can be peeled with pocket knife with difficulty and shows shallow indentations with firm blows with point of geological hammer, to: requires more than one blow of a geological hammer to fracture. |
| Weak – Medium Strong | 5–50 MPa | Ranges from: Can be peeled with pocket knife with difficulty and shows shallow indentations with firm blows with point of geological hammer. to: Cannot be scraped with pocket knife. |
| Weak | 5–25 MPa | Can be peeled with pocket knife with difficulty, shallow indentations made by firm blow with point of geological hammer, Gravel sized lumps broken in half with heavy hand pressure. |
| Very Weak – Very Strong | 1–250 MPa | Ranges from: Can be peeled by a pocket knife or crumbles under firm blows with point of geological hammer, to: requires many blows of a geological hammer to fracture. |
| Very Weak – Strong | 1–100 MPa | Ranges from: Can be peeled by a pocket knife or crumbles under firm blows with point of geological hammer, to: requires more than one blow of a geological hammer to fracture. |
| Very Weak | 1–5 MPa | Can be peeled by pocket knife. Crumbles under firm blows with geological hammer. Gravel-size lumps can be crushed between finger and thumb. |
| Extremely Weak | 0.6–1.MPa | Can be indented by thumbnail. Gravel sized lumps crush between finger and thumb. |
| Hard* | 0.6–1.25 MPa | Can be scratched by thumbnail. Should only be used for transported materials such as tills, otherwise classed as extremely weak rock. |
| Very Stiff | 0.3–0.6 MPa | Thumb nail will indent. Crumbles in rolling a 3 mm thick thread and cannot be remoulded into a lump. |
| Stiff to Very Strong | 0.15–250 MPa | Ranges from: Thumb nail will indent. Crumbles in rolling a 3 mm thick thread, but can be remoulded into a lump, to: requires many blows with a geological hammer to fracture. |
| Stiff – Weak | 0.15–25 MPa | Ranges from: Thumb nail will indent, to: can be peeled with pocket knife with difficulty and shows shallow indentations with firm blow with point of geological hammer. |
| Stiff – Very Weak | 0.15–5 MPa | Ranges from: Can be indented by thumb nail, to: can be peeled by pocket knife and crumbles under firm blows with geological hammer. |
| Stiff | 0.15–0.3 MPa | Thumb nail will indent. Crumbles in rolling a 3 mm thick thread, but can be remoulded into a lump. |
| Firm – Stiff | 0.08–0.3 MPa | Ranges from: Thumb easily makes an impression and cannot be moulded by fingers and rolls in the hand a 3 mm thick thread without breaking or crumbling, to: can be slightly indented and crumbles when rolled to a 3 mm thick thread but can be remoulded into a lump. |
| Firm | 0.08–0.15 MPa | Thumb makes impression (easily). Cannot be moulded by fingers, rolls in the hand to a 3 mm thick thread without breaking or crumbling. |
| Soft – Firm | 0.04–0.15 MPa | Ranges from: Finger pushed in by 10 mm and moulds with light finger pressure, to: thumb easily makes impression and rolls in the hand to a 3 mm thick thread without breaking or crumbling. |
| Soft | 0.04–0.08 MPa | Finger pushed in by 10 mm. Moulds by light finger pressure. |
| Very Soft – Soft | <0.08 MPa | Ranges from: Finger pushed in by 25 mm and exudes between the fingers, to: finger pushed in by 10 mm and moulds by light finger pressure. |
| Very Soft | <0.04 MPa | Finger pushed in by 25 mm and exudes between the fingers. |
| Very Dense – Weak | 50+ Blows to 25 MPa | Ranges from: Requires pick for excavation. 50 mm wooden peg hard to drive, to: can be peeled with pocket knife with difficulty and shallow indentations with firm blow with point of geological hammer. |
| Very Dense | 50+ Blows | Requires pick for excavation. 50 mm wooden peg hard to drive in. |
| Dense | 30–50 Blows | Requires pick for excavation. 50 mm wooden peg hard to drive in. |
| Medium Dense – Dense | 10–50 Blows | Requires pick for excavation. 50 mm wooden peg hard to drive in. |
| Medium Dense | 10–30 Blows | Requires pick for excavation. 50 mm wooden peg hard to drive in. |
| Loose – Medium Dense | 4–30 Blows | Ranges from: Can be excavated with spade and 50 mm wooden peg easily driven in, to: requires pick for excavation and 50 mm wooden peg hard to drive in. |
| Loose | 4–10 Blows | Can be excavated with spade. 50 mm wooden peg easily driven. |
| Very Loose | <4 Blows | Can be excavated with spade. 50 mm wooden peg easily driven. |
| Variable | Highly variable currently cannot be predicted. | |
| Not Applicable | Value is not applicable as the classification is inappropriate for the LEX-RCS code (e.g strength and consistency for coarse soils or relative density for fine soils and rocks). |
Italics — nominal uniaxial compressive strength but no longer used.
* Hard is no longer used and extremely weak with a rock description should be used (BSI 2015[1]).
References
- ↑ BSI. 2015. Code of practice for site investigation. British Standards Institute, London. UK.