FIELD: construction, particularly to reinforce ground at building and building structure base.
SUBSTANCE: method for ground consolidation by contouring consolidation zone and by injecting hardening solution through contouring injectors involves immersing working injectors in ground and injecting high-pressure solution to break ground structure; passing tightened steel string through countering injectors; creating vertical slot cavity as contouring injectors are immersed in ground; installing limiter in obtained slot cavity; performing ground zone contouring by injecting hardening solution in said vertical slot cavity under pressure not exceeding structural ground strength, wherein cavity filling degree is determined from pressure increase. If ground characteristics are to be significantly increased the limiter is installed in vertical slot and limiter position is fixed. In this case solution is injected under pressure not exceeding structural ground strength, but resulting in countering cavity wall compaction. The method provides at least 1.5 times (in particular cases 3-4 times) decrease of expensive binding material consumption.
EFFECT: increased efficiency along with decreased operational costs due to decreased consumption of expensive materials to be injected, provision of solution propagation control due to creation of continuous contour shaped as vertical plate of hardened solution and prevention of labor input increase due to solution injection via contouring injectors.
2 cl, 1 dwg
Title | Year | Author | Number |
---|---|---|---|
METHOD OF CREATING IMPERVIOUS SCREEN IN SOIL | 2015 |
|
RU2583815C1 |
METHOD FOR PREVENTING THE FORMATION OF FROST BOILS IN THE ROADBED OF OPERATED ROADS AND RAILWAYS ON SEASONALLY FREEZING SOILS | 2022 |
|
RU2790090C1 |
METHOD OF FIXING AND ENHANCING THE CARRYING CAPACITY OF WET FINE GRAIN SOILS OF RUNNING TYPE UNDER BASES AND FOUNDATIONS OF BUILDINGS AND STRUCTURES | 2015 |
|
RU2594495C1 |
METHOD FOR IMPROVING MASSIVE OF LOESSIAL COLLAPSIBLE SOIL IN BASE OF BUILDINGS AND STRUCTURES | 2006 |
|
RU2331736C1 |
RAILROAD GROUND BED REPAIR METHOD | 2004 |
|
RU2277616C2 |
METHOD FOR INJECTION FIXATION AND REINFORCEMENT OF BASES OF FOUNDATIONS OF DEFORMED AND RECONSTRUCTED BUILDINGS AND STRUCTURES, CARRIED OUT BY IMPREGNATING WATER-SATURATED SOILS USING LOW-VISCOSITY HIGH-PENETRATING GELLING HARDENING SOLUTION BASED ON SILICA SOL AND ORGANOSILICON COMPOSITIONS | 2024 |
|
RU2824786C1 |
GROUND COMPACTION METHOD | 1997 |
|
RU2119009C1 |
METHOD FOR STRENGTHENING STRUCTURALLY UNSTABLE SOILS WITH KARST FORMATIONS AND/OR WATER-SATURATED SOILS USING MICROPILES AND INJECTORS FOR FORMING MICROPILES | 2022 |
|
RU2795924C2 |
METHOD OF FLOATING PILE LOAD-BEARING CAPACITY INCREASE | 2004 |
|
RU2275470C1 |
METHOD FOR SOFT GROUND CONSOLIDATION | 2004 |
|
RU2256028C1 |
Authors
Dates
2008-01-10—Published
2005-12-13—Filed