FIELD: slide control works. SUBSTANCE: protective structure includes retaining structure buried into ground below sliding surface of landslide. Retaining structure is made in form of tunnel with caved roofing and provided with guard. Bearing capacity of roofing is within 1500 N/m (1500 kgf/m). Guard is made in form of curved shell opened towards landslide and secured to tunnel wall which is located on the side of landslide slope and rigidly connected to the other tunnel wall by means of stop. EFFECT: higher efficiency. 2 dwg
Title | Year | Author | Number |
---|---|---|---|
RETAINING WALL | 1991 |
|
RU2018570C1 |
RETAINING WALL | 1991 |
|
RU2018569C1 |
SLIDE CONTROL WORKS | 1991 |
|
RU2015253C1 |
ANTI-LANDSLIDE STRUCTURE | 1994 |
|
RU2081247C1 |
LANDSLIDE STABILISATION METHOD | 2010 |
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RU2436898C2 |
PIER | 1999 |
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RU2145988C1 |
METHOD FOR STRENGTHENING OF SLOPES AND SLOT MAKER FOR ITS REALISATION | 2008 |
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RU2371547C1 |
LANDSLIDE PROTECTION WORKS | 2010 |
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RU2452816C1 |
COUNTER-SLIDE ARRANGEMENT | 0 |
|
SU990972A1 |
LANDSLIDE PROTECTION WORKS | 2008 |
|
RU2380485C1 |
Authors
Dates
1994-06-30—Published
1991-10-08—Filed