UA69144U - Method for deep compaction and reinforcement of loess collapsible soils - Google Patents
Method for deep compaction and reinforcement of loess collapsible soilsInfo
- Publication number
- UA69144U UA69144U UAU201110659U UAU201110659U UA69144U UA 69144 U UA69144 U UA 69144U UA U201110659 U UAU201110659 U UA U201110659U UA U201110659 U UAU201110659 U UA U201110659U UA 69144 U UA69144 U UA 69144U
- Authority
- UA
- Ukraine
- Prior art keywords
- wells
- reinforcement
- soils
- deep compaction
- loess
- Prior art date
Links
Landscapes
- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
Abstract
A method for deep compaction and reinforcement of loess collapsible soils includes drilling of a designed number of wells to whole depth of collapsing stratum. In the cavities of the wells one places perforated pipes connected to water supply network. One fills the wells with lime-sand mixture. After that those are partially compacted and backfilled with heavy concrete. Then the wells through perforated tubes are filled with water and completely closed with concrete.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
UAU201110659U UA69144U (en) | 2011-09-05 | 2011-09-05 | Method for deep compaction and reinforcement of loess collapsible soils |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
UAU201110659U UA69144U (en) | 2011-09-05 | 2011-09-05 | Method for deep compaction and reinforcement of loess collapsible soils |
Publications (1)
Publication Number | Publication Date |
---|---|
UA69144U true UA69144U (en) | 2012-04-25 |
Family
ID=52294525
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
UAU201110659U UA69144U (en) | 2011-09-05 | 2011-09-05 | Method for deep compaction and reinforcement of loess collapsible soils |
Country Status (1)
Country | Link |
---|---|
UA (1) | UA69144U (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104358188A (en) * | 2014-11-20 | 2015-02-18 | 中铁八局集团有限公司 | Filling construction method for collapsible loess subgrade |
CN109610429A (en) * | 2018-11-19 | 2019-04-12 | 中国石油化工股份有限公司临汾煤层气分公司 | Sedimentation treatment method under a kind of Collapsible Loess District prevention gas collection station ground and terrace |
CN112900407A (en) * | 2021-01-22 | 2021-06-04 | 中铁第五勘察设计院集团有限公司 | Loess collapsibility coefficient measuring method and device |
-
2011
- 2011-09-05 UA UAU201110659U patent/UA69144U/en unknown
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104358188A (en) * | 2014-11-20 | 2015-02-18 | 中铁八局集团有限公司 | Filling construction method for collapsible loess subgrade |
CN109610429A (en) * | 2018-11-19 | 2019-04-12 | 中国石油化工股份有限公司临汾煤层气分公司 | Sedimentation treatment method under a kind of Collapsible Loess District prevention gas collection station ground and terrace |
CN112900407A (en) * | 2021-01-22 | 2021-06-04 | 中铁第五勘察设计院集团有限公司 | Loess collapsibility coefficient measuring method and device |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN204112308U (en) | A kind of simple and easy sleeve valve grouting device based on bowlder stone, Thief zone coefficient stratum | |
MX2014003484A (en) | Retaining wall construction using site compaction and excavation. | |
MX343316B (en) | Foundation system for bridges. | |
GB2514278A (en) | A method for combined cleaning and plugging in a well and a flushing tool for flushing in a well | |
GB2537317A (en) | Soil and rock grouting using a hydrajetting tool | |
NZ631674A (en) | Polyurethane based roadway forming | |
MX2017011636A (en) | Hard road construction method for natural groundwater recharge. | |
UA69144U (en) | Method for deep compaction and reinforcement of loess collapsible soils | |
PE20150871A1 (en) | METHOD TO PRODUCE A REINFORCED STRUCTURE IN THE SOIL | |
CN102418348A (en) | Construction technology of using occlusive pile to form underground continuous wall | |
CN204370413U (en) | A kind of steel pile casting | |
CN206245360U (en) | The pre-embedded device of stake in a kind of drilling follow pile tube model test | |
CN103790162B (en) | Synchronous mode steel sheet pile stake holes filling device | |
PH12015501018A1 (en) | Construction method for foundation pile | |
CN106498991A (en) | The pre-embedded device and method of stake in a kind of drilling follow pile tube model test | |
SA515360290B1 (en) | Method and device for producing a foundation element | |
ZA201305130B (en) | Method and arrangement to establish during down-the-hole drilling communication between the cavity of the drill string and the surrounding material | |
KR100956316B1 (en) | Grouting method using composite drawdown well for confined aquifer | |
CN103911994A (en) | Prestressed anchor construction technology | |
UA109731C2 (en) | METHOD OF ROLLING FROM CONCRETE CONCRETE | |
UA108018C2 (en) | Method of building the pile support | |
RU92870U1 (en) | REINFORCED BASE | |
RU2012102863A (en) | METHOD FOR STRUCTURING ANCHOR PILES | |
UA47471U (en) | Method for making pile basements | |
UA90151U (en) | Method for strengthening a concrete underlay |