FIELD: civil engineering. SUBSTANCE: boreholes inclined at 6-20 degrees to well vertical are drilled through over-the- foundation structure out of reinforced foundation boundaries. Piles with their heads placed not higher than foundation top are produced at the distance equal to 1.0 - 1.5 pile diameter from over-the-foundation structure surface. Prior to carrying load pile is prestressed. Prior to carrying load together with foundation, area of contact between foundation foot and base is compacted. EFFECT: higher reliability. 7 cl, 6 dwg
| Title | Year | Author | Number |
|---|---|---|---|
| CONSTRUCTION METHOD OF BUILT-IN STRUCTURAL ELEMENTS IN SOIL | 2002 |
|
RU2221918C2 |
| METHOD OF ERECTION OF SLAB REINFORCED CONCRETE FOUNDATION | 2018 |
|
RU2692396C1 |
| MANUFACTURING METHOD OF ASSEMBLY ATTACHING PILE TO AVAILABLE FOUNDATION AT ITS BEING REINFORCED (VERSIONS) | 2008 |
|
RU2385384C1 |
| AUTOMOBILE ROAD | 2014 |
|
RU2589138C2 |
| GROUTING METHOD | 2015 |
|
RU2613700C1 |
| METHOD OF MAKING DECORATIVE REINFORCED CONCRETE ARTICLES | 2011 |
|
RU2481946C2 |
| REINFORCEMENT ELEMENT FOR PRESTRESSED CONCRETE STRUCTURES | 2010 |
|
RU2455436C1 |
| DEVICE FOR PROTECTION OF BUILDINGS AND STRUCTURE AGAINST VIBRATION AND METHOD OF ITS CONSTRUCTION | 2008 |
|
RU2365710C1 |
| METHOD FOR REINFORCEMENT OF BUILDING FOUNDATION | 2007 |
|
RU2352722C1 |
| METHOD OF ANCHOR MANUFACTURE AND ANCHOR | 2015 |
|
RU2619298C1 |
