Project A-318

NETWORK: Autonomous
DOMAIN: Junta de Andalucía-Private
DENOMINATION: A 92 (Estepa)-N 432
LOCATION: PK 47.400
CASE STUDY: Change in surface runoff of rainwater due to a project of duplication of roadway in A 340.
PROBLEM: Discharges that lead to erosions on the adjacent land on the left bank.
SOLUTION: Installation of two buried pipes that lead and pour to a stepped downpipe formed by MC.

Project A-3225 OPERATION N-1

NETWORK: Provincial
DOMAIN: Diputación de Córdoba
DENOMINATION: Fuente Tójar-Almedinilla
LOCATION: PK 11.460
CASE STUDY: Embankment with excessive slope without any reinforcement.
PROBLEM: Landslide due to steep embankment slope.
SOLUTION: Line of containment modules on aggregate regularization layer, reinforced with breakwater on geotextile.

Project A-3225 OPERATION N-2

NETWORK: Provincial
DOMAIN: Diputación de Córdoba
DENOMINATION: Fuente Tójar-Almedinilla
LOCATION: PK 10.506
CASE STUDY: No previous actions.
PROBLEM: Landslide due to steep embankment slope and water influence.
SOLUTION: Line of Containment Modules on the breakwater layer to complement the bearing capacity of the land.

Project A-4154. OPERATION N-1

A-4154. OPERATION-1

NETWORK: Provincial
DOMAIN: Diputación de Córdoba
DENOMINATION: Loja-Priego de Córdoba
LOCATION: PK 50.125
CASE STUDY: Breakwater poured to avoid erosion due to the influence of water.
PROBLEM: Embankment head sliding.
SOLUTION: Corrected by a line of MC supported on the breakwater layer, which complements the bearing capacity.

Project A-4154. OPERATION N-2

A-4154. OPERATION N-2

NETWORK: Provincial
DOMAIN: Diputación de Córdoba
DENOMINATION: Loja-Priego de Córdoba
LOCATION: PK 40.328
CASE STUDY: Breakwater poured to avoid erosion due to the influence of water.
PROBLEM: Mid-slope sliding.
SOLUTION: Corrected by a line of MC supported on the breakwater layer, which complements the bearing capacity.

Project A-3126

A-3126

NETWORK: Provincial
DOMAIN: Diputación de Córdoba
DENOMINATION: A 3125-Valenzuela
LOCATION: PK 0.000-PK 1.000
CASE STUDY: Corrections of various landslides along approximately one kilometer through the execution of gabions. Poorly projected passage work.
PROBLEM: Continuous flooding of the adjacent plots, with the consequent landslides.
SOLUTION: Execution of Containment Modules on affected sections, and execution of recesses to canal the runoff water.

Project A-331

A-331

NETWORK: Provincial
DOMAIN: Diputación de Córdoba
DENOMINATION: Lucena-Iznájar
LOCATION: PK 18.517
CASE STUDY: Road executed near water outcrop, causing erosion on the slope.
PROBLEM: Cylindrical slide of about 98 meters in length along the right margin.
SOLUTION: Landslide corrected by placing a line of MC inserted into the embankment.