UA49262A - Method for above-water and under-water parts of earth bevel reinforcement - Google Patents

Method for above-water and under-water parts of earth bevel reinforcement

Info

Publication number
UA49262A
UA49262A UA2001106778A UA2001106778A UA49262A UA 49262 A UA49262 A UA 49262A UA 2001106778 A UA2001106778 A UA 2001106778A UA 2001106778 A UA2001106778 A UA 2001106778A UA 49262 A UA49262 A UA 49262A
Authority
UA
Ukraine
Prior art keywords
water
under
earth
bevel
filtering material
Prior art date
Application number
UA2001106778A
Other languages
Russian (ru)
Ukrainian (uk)
Inventor
Олександр Нестерович Кафтан
Александр Нестерович Кафтан
Володимир Кирилович Гарник
Владимир Кириллович Гарник
Іван Іванович Шипко
Иван Иванович Шипко
Original Assignee
Відкрите Акціонерне Товариство Проектно-Технологічний Інститут "Укроргводбуд"
Открытое Акционерное Общество Проектно-Технологический Институт "Укроргводстрой"
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Відкрите Акціонерне Товариство Проектно-Технологічний Інститут "Укроргводбуд", Открытое Акционерное Общество Проектно-Технологический Институт "Укроргводстрой" filed Critical Відкрите Акціонерне Товариство Проектно-Технологічний Інститут "Укроргводбуд"
Priority to UA2001106778A priority Critical patent/UA49262A/en
Publication of UA49262A publication Critical patent/UA49262A/en

Links

Landscapes

  • Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)

Abstract

Method for above-water and under-water parts of earth bevel reinforcement comprises of placing on the bevel a layer of under-layer filtering material, with covering it with a coating arranged of concrete elements. Geo-textile filtering material is arranged at a special site, where concrete elements are arranged as a flexible carpet, those are reinforced with metal wire through pulling it through the through openings. Filtering material is fixed to the lower surface of the flexible carpet, and the flexible carpet mounted in such a way is embedded into the under-water and above-water parts of the earth bevel, by means of loading mechanisms, and the cells between concrete elements are filled with crushed stone, gravel or soil.
UA2001106778A 2001-10-04 2001-10-04 Method for above-water and under-water parts of earth bevel reinforcement UA49262A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
UA2001106778A UA49262A (en) 2001-10-04 2001-10-04 Method for above-water and under-water parts of earth bevel reinforcement

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
UA2001106778A UA49262A (en) 2001-10-04 2001-10-04 Method for above-water and under-water parts of earth bevel reinforcement

Publications (1)

Publication Number Publication Date
UA49262A true UA49262A (en) 2002-09-16

Family

ID=74293034

Family Applications (1)

Application Number Title Priority Date Filing Date
UA2001106778A UA49262A (en) 2001-10-04 2001-10-04 Method for above-water and under-water parts of earth bevel reinforcement

Country Status (1)

Country Link
UA (1) UA49262A (en)

Similar Documents

Publication Publication Date Title
WO2011004218A1 (en) A procedure for making natural pools
CN106703044A (en) Flow-plastic-shaped flushing and filling soil weak stratum sloping combination support method
KR20160080028A (en) Multipurpose artifical island
KR101662690B1 (en) River Bank Protection Structure made of Polyurethane having Fish Habitat and Porous Plant Hole without Foot Protection Work, and Constructing Method thereof
CN107119695A (en) Operation frame body for canceling basement exterior wall backfill and construction method
CN107366303A (en) Construction method and retaining wall of the aluminum alloy mould plate as highway gravity retaining wall template
CN106012971A (en) Vegetation concrete protection slope and construction method thereof
CN110820756A (en) Shield well and vertical shaft deep foundation pit excavation safety construction method
UA49262A (en) Method for above-water and under-water parts of earth bevel reinforcement
CN215252774U (en) Foundation treatment structure for deep silt
KR940002457B1 (en) Method and apparatus for increasing bearing capacity of soft soil and constructing cutoff wall
CN211341106U (en) Landscape pond building structure
CN210917225U (en) Ecological bank protection of echelonment
CN212452472U (en) Waterfront river course slope protection structure
JP2814898B2 (en) Underground storage facility
CN210369276U (en) Combined water pump house of underground tunnel
KR100429370B1 (en) Method for constructing revetment dike using a fiber for public works
CN207032254U (en) Operation support body of cancellation basement outer wall backfill
CN109826155A (en) Karst Geological Landscape river structure and its construction method
JP4482859B2 (en) Stabilization method behind the revetment
CN113430989B (en) Lifting construction method for sea pond
Ponomaryev et al. Experience of geosynthetical material application for karst danger reduction of building base
RU2801237C1 (en) Slope protection method and a set of soil anchors for its implementation
CN112922018B (en) Construction method of gravity foundation of offshore wind power cemented gravel pile reinforced soft soil foundation
CN207776058U (en) A kind of no sand graded broken stone armored concrete drainage canal case