FIELD: civil engineering. SUBSTANCE: open pit is developed in ground. Pit bottom is laid with soil layer of small-size sand, drain grooves are excavated on pit bottom to develop drain system. Raft is provided to install foundation blocks with seismic chords. Slope of 0.005-0.001 to drain grooves is provided in the pit bottom. EFFECT: higher efficiency. 3 dwg
| Title | Year | Author | Number |
|---|---|---|---|
| METHOD OF SEISMIC INSULATION OF STRUCTURAL FOUNDATIONS | 2009 |
|
RU2406803C1 |
| METHOD OF ELIMINATING SUBSIDENCE AND REDUCING SEISMIC LOAD ON FOUNDATION OF STRUCTURE ERECTED ON SUBSIDENCE SOILS IN SEISMIC AREA | 2024 |
|
RU2831855C1 |
| METHOD TO IMPROVE SEISMIC RELIABILITY OF FOUNDATIONS | 2009 |
|
RU2406805C1 |
| SHALLOW FOUNDATION STRUCTURE | 2015 |
|
RU2605470C2 |
| STRUCTURE FOUNDATION | 2015 |
|
RU2605238C2 |
| METHOD OF CONSOLIDATING SINKING SOIL BY ITS OWN WEIGHT AND WEIGHT OF ERECTED BUILDING | 0 |
|
SU1649036A1 |
| REINFORCED-GROUND BARRETTE SHALLOW FOUNDATION | 2016 |
|
RU2633626C1 |
| PROCESS OF CONSTRUCTION OF DRAINAGE SYSTEM | 2000 |
|
RU2195530C2 |
| METHOD FOR DEFORMATION PREVENTION IN FOUNDATIONS BUILT ON PERMAFROST GROUND | 2004 |
|
RU2270295C2 |
| HYDRAULIC PROTECTION SYSTEM FOR THE UNDERGROUND PART OF THE BUILDING | 2020 |
|
RU2743226C1 |
Authors
Dates
1997-06-10—Published
1991-08-16—Filed