FIELD: construction engineering. SUBSTANCE: according to method, after determining optimal and actual moisture content of ground, calculated is optimal period of time for keeping ground at optimal moisture content. After that, actual moisture content is brought to optimal value and ground is subjected to keeping at optimal period of time. Then, ground is subjected to compaction to obtain required density. EFFECT: higher efficiency. 4 tbl
Title | Year | Author | Number |
---|---|---|---|
GROUND COMPACTION METHOD | 1994 |
|
RU2081968C1 |
GROUND STABILIZATION METHOD | 1993 |
|
RU2074927C1 |
GROUND COMPACTION DEVICE | 1998 |
|
RU2147642C1 |
COMPACTOR | 1997 |
|
RU2135683C1 |
METHOD OF STABILIZATION OF SAND GROUND FOUNDATION | 1995 |
|
RU2098553C1 |
METHOD OF REGULATING MOBILITY OF CONCRETE MIX | 1999 |
|
RU2164903C1 |
METHOD FOR PRODUCTION OF SLAKED LIME | 1994 |
|
RU2081072C1 |
PROCESS OF REGULATION OF DEFORMATION PROPERTIES OF DISPERSIVE MATERIAL | 1996 |
|
RU2108570C1 |
METHOD OF ASPHALT CONCRETE MIXTURE PRODUCING | 2000 |
|
RU2182136C2 |
PROCESS OF PRODUCTION OF MAGNETIC LIQUID | 2001 |
|
RU2182382C1 |
Authors
Dates
1998-06-27—Published
1997-02-10—Filed