FIELD: civil engineering. SUBSTANCE: additional supports are built in inclining existing foundation. The supports are joint to the foundation. Supports placed on the side of inclining and other additional supports are joint to existing foundation before and after inclination removing respectively. EFFECT: strengthened foundation. 2 cl
Title | Year | Author | Number |
---|---|---|---|
METHOD FOR FOUNDATION ENHANCING | 2015 |
|
RU2596621C1 |
METHOD FOR ELEVATING AND LEVELLING BULDINGS | 2006 |
|
RU2333322C1 |
METHOD FOR BUILDING STRUCTURES | 1992 |
|
RU2035548C1 |
METHOD OF INDUSTRIAL BUILDING FOUNDATION CONSTRUCTION | 2003 |
|
RU2244067C1 |
METHOD FOR STRAIGHTENING OF SLANT IN BUILDING ERECTED ON PILE FOUNDATION | 2008 |
|
RU2382146C1 |
PROCEDURE OF REINFORCEMENT OF FOUNDATION AND FOOTING OF EXISTING CONSTRUCTION STRUCTURES | 2001 |
|
RU2211289C2 |
CORRECTION METHOD OF INCLINATION AND NON-UNIFORM SETTLEMENT OF LARGE HIGH-RISE STRUCTURE AND ITS FOUNDATION | 2010 |
|
RU2436899C1 |
METHOD FOR LEVELLING NON-UNIFORMLY SETTLED BASE PLATE OR THREE-DIMENSIONAL SOLID FOUNDATION BLOCK | 2013 |
|
RU2545207C1 |
METHOD OF SUBFOUNDATION UNDERPINNING | 2006 |
|
RU2335602C1 |
METHOD FOR ERECTION OF GUARDING WALL IN EARTH | 1996 |
|
RU2095520C1 |
Authors
Dates
1995-09-27—Published
1992-12-29—Filed