
Multi tool use
See also: Rubble and Debris
 |
Look up riprap in Wiktionary, the free dictionary. |

Riprap lining a lake shore

Concrete rubble used as riprap along the San Francisco Bay shoreline

Crews replacing riprap at Galveston Seawall after a 1915 hurricane
Riprap, also known as rip rap, rip-rap, shot rock, rock armor or rubble, is rock or other material used to armor shorelines, streambeds, bridge abutments, pilings and other shoreline structures against scour and water or ice erosion. It is made from a variety of rock types, commonly granite or limestone, and occasionally concrete rubble from building and paving demolition. It can be used on any waterway or water containment where there is potential for water erosion.
Underwater, rock armor caps submerged tunnels to protect against accidental anchor strikes or sinking debris.
References
- Ciria-CUR (2007) - Rock Manual - The use of rock in hydraulic engineering.
- N.W.H. Allsop (2002) - Breakwaters, coastal structures and coastlines.
- US Dept. of Transportation (2004) - Trail Construction and Maintenance Notebook
External links
- Ohio Dept. of Natural Resources riprap guide
- US Bureau of Reclamation publication on riprap for dam overtopping
- Minnesota DNR
- USGS Minerals Yearbook: Stone, Crushed
Coastal management
|
Management |
- Accretion
- Coastal engineering
- Coastal management
- Integrated coastal zone management
- Managed retreat
- Submersion
|
|
Hard engineering |
- A-Jacks
- Accropode
- Akmon
- Artificial reef
- Breachway
- Breakwater
- Cliff stabilization
- Dolos
- Flood wall
- Floodgate
- Gabion
- Groyne
- Levee
- Hard engineering
- Honeycomb sea wall
- Hudson's equation
- KOLOS
- Revetment
- Riprap
- Seawall
- Tetrapod
- Training wall
- Xbloc
|
Soft engineering |
- Beach nourishment
- Beach drainage
- Living shorelines
- Sand dune stabilization
- Soft engineering
|
Related topics |
- Beach evolution
- Coastal erosion
- Land reclamation
- Longshore transport
- Modern recession of beaches
- Stream restoration
- Stream restoration
|
Geotechnical engineering
|
- Exploration
- Investigation
- Testing
|
On-site |
- Cone penetration test
- Standard penetration test
Monitoring well
- Borehole
- Crosshole sonic logging
- Nuclear densometer test
- Static load testing
|
Laboratory |
- Atterberg limits
- California bearing ratio
- Direct shear test
- Hydrometer
- Proctor compaction test
- R-value
- Sieve analysis
- Triaxial shear test
- Hydraulic conductivity tests
- Water content tests
|
|
Soil |
Materials |
- Clay
- Silt
- Sand
- Gravel
- Peat
- Permafrost
- Loam
- Loess
|
Properties |
- Soil classification
- Hydraulic conductivity
- Water content
- Void ratio
- Bulk density
- Thixotropy
- Reynolds' dilatancy
- Angle of repose
- Cohesion
- Porosity
- Permeability
- Specific storage
|
Mechanics |
- Effective stress
- Pore water pressure
- Shear strength
- Overburden pressure
- Consolidation
- Compaction
- Shear wave
- Lateral earth pressure
|
|
Foundations |
- Shallow
- Deep
- Bearing capacity
- Dynamic load testing
- Pile integrity test
- Wave equation analysis
- Statnamic load test
|
Retaining walls |
- Gabion
- Ground freezing
- Mechanically stabilized earth
- Pressure grouting
- Slurry wall
- Soil nailing
- Tieback
|
Stability |
Slope
- analysis
- mass wasting
- landslide
Deformation monitoring
|
Earthquakes |
- Soil liquefaction
- Response spectrum
- Seismic hazard
- Ground–structure interaction
|
Geosynthetics |
- Geotextile
- Geomembrane
- Geosynthetic clay liner
- Cellular confinement
|
Numerical analysis |
- SEEP2D
- STABL
- SVFlux
- SVSlope
- UTEXAS
|
kkSMmqTFXq8 9kWVbXwh4D9WIr,ZkgGIqGx7I qKS qzBG5q5QEiifRFEuS5sp y9E