FIELD: construction.
SUBSTANCE: shallow transport tunnel in soft water-saturated ground is formed by waterproof lining. Tunnel lining is a superstructure supported by piles installed in soft ground with a definite pitch. Pile ends rest on lower layer of ground base with high strength properties. Inertia and braking loads are absorbed by additional cross-links formed by ties with ground anchors buried in underlying ground layer with high strength properties.
EFFECT: stress and deformation stabilisation in soft ground base, enhanced reliability of shallow tunnel structures.
2 cl, 2 dwg
| Title | Year | Author | Number |
|---|---|---|---|
| FOUNDATION UNDER COLUMN GRID | 2013 |
|
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| METHOD OF CONSTRUCTING TUNNEL UNDER TRAFFIC ARTERIES FOR ORGANISING TRAFFIC INTERSECTIONS AT CROSS-ROADS | 2008 |
|
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| REINFORCED CONCRETE SLAB TO ERECT NON-SUBMERGED FOUNDATIONS | 2013 |
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| AUTOMOBILE ROAD | 2014 |
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| SUBWAY STATION ERECTION METHOD (YURKEVICH(S METHOD) | 2014 |
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| SUBWAY LINE IN DEEP URBAN AREAS | 2023 |
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RU2808273C1 |
| FRAME OF BUILDING ERECTED NEAR EXISTING BUILDINGS | 2009 |
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| SINGLE-VAULT MULTILEVEL SUBWAY STATION AND METHOD OF ITS CONSTRUCTION (P.B. YURKEVICH'S DESIGN) | 2014 |
|
RU2562359C2 |
| METHOD OF DECREASING OF ACTIVE PRESSURE OF THE SOIL ON VERTICAL AND INCLINED SURFACES OF ELEMENTS OF ARTIFICIAL FORMATIONS AND MONOLITHIC GEOMASSIVE CONSTRUCTION, MANUFACTURED WITH THE APPLICATION OF THE METHOD | 2017 |
|
RU2651854C1 |
