FIELD: construction.
SUBSTANCE: method for strengthening of slopes includes foundation pit excavation and horizontal reinforcement of ground as foundation pit is excavated through landslip border. Ground reinforcement is done in layers by means of impression of flat slot makers into wall of natural ground with armature and further discharge injection of hardening solution. Slot maker is also described.
EFFECT: expansion of application field with improved reliability of foundation pit walls reinforcement and bearing capacity of its upper platform.
5 cl, 3 dwg
| Title | Year | Author | Number |
|---|---|---|---|
| METHOD FOR ERECTION OF INJECTION DOWEL PIN AND INJECTION DOWEL PIN ERECTED BY THIS METHOD | 2009 |
|
RU2405888C1 |
| PROCESS OF ERECTION OF UNDERGROUND STRUCTURE | 2001 |
|
RU2198263C1 |
| DRILLING METHOD TO ERECT STRIP FOUNDATION IN WATER-BEARING SOILS | 2010 |
|
RU2415228C1 |
| PROCESS FIXING SLOPE OF SOIL FOUNDATION TRENCH | 2000 |
|
RU2196863C2 |
| METHOD OF SOIL REINFORCEMENT | 2010 |
|
RU2439246C1 |
| METHOD OF UPDATING OF UNDERGROUND TRANSPORTATION STRUCTURE | 2001 |
|
RU2181418C1 |
| METHOD OF TUNNEL CONSTRUCTION | 2001 |
|
RU2181417C1 |
| REINFORCEMENT METHOD FOR EARTH EMBANKMENTS OF WATERED HYDRAULIC STRUCTURES | 2003 |
|
RU2246582C1 |
| METHOD OF TUNNEL CONSTRUCTION | 2001 |
|
RU2181415C1 |
| METHOD OF TUNNEL CONSTRUCTION | 2001 |
|
RU2181416C1 |
