FIELD: building, particularly for erecting or reconstructing overwetted or heaved road beds or foundations of support structures.
SUBSTANCE: ground composition includes coarse filler, binding material and enzymatic sealant. Coarse filler is crushed stone, binder material is dolomite lime and zeolite, enzymatic sealant is surface-active substance based on protein and sugar. Composition additionally has fine fraction, namely lime and brucite riddled material. All above compositions are taken in the following amounts: dolomite lime recalculated to CaO+MgO is 11.0 - 12.0 % by weight, zeolite recalculated to SiO2 is 4.0 - 8.0 % by weight, crushed stone is 50.0 - 58.0 % by weight, lime riddled material is 19.2 - 20.0 % by weight, brucite riddled material is 7.2 - 8.0 % by weight, enzymatic sealant is 0.6 - 2.0 % by weight.
EFFECT: creation of uniform ground monolithic layer, increased strength due to linking all mineral components thereof; provision of building structure stability.
1 ex, 2 tbl
| Title | Year | Author | Number | 
|---|---|---|---|
| GROUND CONSOLIDATION COMPOSITION AND METHOD OF ITS USAGE FOR ROAD BUILDING | 2005 | 
 | RU2281356C1 | 
| COMPOSITION FOR SOIL STABILIZATION | 2019 | 
 | RU2717592C1 | 
| METHOD TO REINFORCE RAILROAD BED | 2009 | 
 | RU2422577C1 | 
| BUILDING COMPOSITION | 2001 | 
 | RU2198857C1 | 
| METHOD OF ACHIEVING OF REINFORCED GRAVEL MATERIAL | 2006 | 
 | RU2324784C1 | 
| METHOD OF GROUND CONSOLIDATION | 2001 | 
 | RU2192517C2 | 
| COMPOSITION FOR STABILISATION OF CLAY SOIL AND METHOD FOR CREATING GROUND ROADS USING THEREOF | 2015 | 
 | RU2592588C1 | 
| BINDING AGENT FOR LAYING SOLUTIONS | 2003 | 
 | RU2255915C1 | 
| REINFORCED SOIL COMPOSITION | 2017 | 
 | RU2668604C1 | 
| SOIL MIXTURE FOR ROAD ENGINEERING (VERSIONS) | 2013 | 
 | RU2545228C1 | 
Authors
Dates
2004-09-20—Published
2003-02-26—Filed