CN108824419A - The method of the vacuum pre-pressed joint biomineralization reinforcing High water cut soil body - Google Patents
The method of the vacuum pre-pressed joint biomineralization reinforcing High water cut soil body Download PDFInfo
- Publication number
- CN108824419A CN108824419A CN201810667687.2A CN201810667687A CN108824419A CN 108824419 A CN108824419 A CN 108824419A CN 201810667687 A CN201810667687 A CN 201810667687A CN 108824419 A CN108824419 A CN 108824419A
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- CN
- China
- Prior art keywords
- soil body
- high water
- water cut
- biomineralization
- evacuation duct
- Prior art date
- Legal status (The legal status 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 status listed.)
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Classifications
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D3/00—Improving or preserving soil or rock, e.g. preserving permafrost soil
- E02D3/12—Consolidating by placing solidifying or pore-filling substances in the soil
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D3/00—Improving or preserving soil or rock, e.g. preserving permafrost soil
- E02D3/02—Improving by compacting
- E02D3/10—Improving by compacting by watering, draining, de-aerating or blasting, e.g. by installing sand or wick drains
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2250/00—Production methods
- E02D2250/0053—Production methods using suction or vacuum techniques
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- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- Structural Engineering (AREA)
- Agronomy & Crop Science (AREA)
- Environmental & Geological Engineering (AREA)
- Soil Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Cultivation Of Plants (AREA)
Abstract
The invention discloses the methods that the High water cut soil body is reinforced in vacuum pre-pressed joint biomineralization：A, the High water cut soil body is inputted into mud pit, then puts into bacillus subtilis powder and stirs evenly abundant flocculation；B, geotextiles are covered above mud pit and seal the soil body, will lay with the soil body, drain bar passes through geotextiles by evacuation duct system and connect with exhaust device, then carries out abundant pump drainage；C, it is connect by evacuation duct system with conveying device, silicate bacteria solution and carbon dioxide are transported in the soil body and are stood by evacuation duct and drain bar, exhaust device is connect with evacuation duct again and re-starts vacuum preloading draining, until the soil body sufficiently consolidates mineralising.The above method can combine biomineralization and vacuum preloading on the basis of bioflocculation, make the abundant consolidation and sclerosis of the soil body.
Description
Technical field
The present invention relates to a kind of methods of carbonate bacterium and phosphate bacterium composite deposition and consolidation pollution electroplating sludge.
Background technique
In the processing of traditional soil stabilization, vacuum preloading processing is generallyd use, but vacuum preloading processing is simply by subtracting
Moisture and air in few soil body, make soil body densification, but the property of the soil body fails to change, and the degree of consolidation is lower.
Summary of the invention
Technical problem to be solved by the invention is to provide a kind of vacuum pre-pressed joint biomineralizations to reinforce the High water cut soil body
Method, this method can pass through more environmentally-friendly mode more fully consolidated earth mass.
For this purpose, the method that the High water cut soil body is reinforced in vacuum pre-pressed joint biomineralization provided by the invention, including following step
Suddenly：
A, the High water cut soil body is inputted into mud pit, then puts into bacillus subtilis powder and stirs evenly abundant flocculation；
B, geotextiles are covered above mud pit and seal the soil body, will lay with the soil body, drain bar is worn by evacuation duct system
It crosses geotextiles to connect with exhaust device, then carries out abundant pump drainage；
C, connect with conveying device by evacuation duct system, by silicate bacteria solution and carbon dioxide pass through evacuation duct with
Drain bar is transported in the soil body and stands, then exhaust device is connect with evacuation duct and re-starts vacuum preloading draining, until
The soil body sufficiently consolidates mineralising.
Technical effect of the invention：It is flocculated, then carried out true to the soil body using bacillus subtilis powder in this method
Empty precompressed makes the preliminary consolidation and sclerosis of the soil body, then molten to each position input silicate bacteria of the soil body by evacuation duct and drain bar
Liquid and carbon dioxide make abundant carbon sequestration and mineralising in the soil body, further consolidate and promote hardness.
Specific embodiment
With reference to embodiments, the present invention will be described in further detail, described in specific embodiment only use
To explain the present invention, it is not intended to limit the present invention.
The method that the High water cut soil body is reinforced in vacuum pre-pressed joint biomineralization provided by the invention：
A, the High water cut soil body is inputted into mud pit, then puts into bacillus subtilis powder and stirs evenly abundant flocculation；
B, geotextiles are covered above mud pit and seal the soil body, will lay with the soil body, drain bar is worn by evacuation duct system
It crosses geotextiles to connect with exhaust device, then carries out abundant pump drainage；
C, connect with conveying device by evacuation duct system, by silicate bacteria solution and carbon dioxide pass through evacuation duct with
Drain bar is transported in the soil body and stands, then exhaust device is connect with evacuation duct and re-starts vacuum preloading draining, until
The soil body sufficiently consolidates mineralising.
It is 1% or 3% or 5% or 7% or 9% or 11% that bacillus subtilis powder, which accounts for the volume of soil body quality, in above-mentioned steps A.
The optimum mix amount that the bacillus subtilis powder accounts for soil body quality is %7.
It is 1% or 3% or 5% or 7% that silicate bacteria, which accounts for the volume of soil body quality, in above-mentioned steps C.The silicate bacteria
The optimum mix amount for accounting for soil body quality is 1%.
Claims (5)
1. a kind of method that the High water cut soil body is reinforced in vacuum pre-pressed joint biomineralization, it is characterized in that：Include the following steps：
A, the High water cut soil body is inputted into mud pit, then puts into bacillus subtilis powder and stirs evenly abundant flocculation；
B, geotextiles are covered above mud pit and seal the soil body, will lay with the soil body, drain bar is worn by evacuation duct system
It crosses geotextiles to connect with exhaust device, then carries out abundant pump drainage；
C, connect with conveying device by evacuation duct system, by silicate bacteria solution and carbon dioxide pass through evacuation duct with
Drain bar is transported in the soil body and stands, then exhaust device is connect with evacuation duct and re-starts vacuum preloading draining, until
The soil body sufficiently consolidates mineralising.
2. the method that the High water cut soil body is reinforced in vacuum pre-pressed joint biomineralization according to claim 1：Withered grass in step A
The volume that bacillus bacterium powder accounts for soil body quality is 1% or 3% or 5% or 7% or 9% or 11%.
3. the method that the High water cut soil body is reinforced in vacuum pre-pressed joint biomineralization according to claim 2：The withered grass bud
The volume that spore bacillus bacterium powder accounts for soil body quality is 7%.
4. the method that the High water cut soil body is reinforced in vacuum pre-pressed joint biomineralization according to claim 1：Silicic acid in step C
The volume that salt bacterium accounts for soil body quality is 1% or 3% or 5% or 7%.
5. the method that the High water cut soil body is reinforced in vacuum pre-pressed joint biomineralization according to claim 4：The silicate
The volume that bacterium accounts for soil body quality is 1%.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810667687.2A CN108824419A (en) | 2018-06-26 | 2018-06-26 | The method of the vacuum pre-pressed joint biomineralization reinforcing High water cut soil body |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810667687.2A CN108824419A (en) | 2018-06-26 | 2018-06-26 | The method of the vacuum pre-pressed joint biomineralization reinforcing High water cut soil body |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108824419A true CN108824419A (en) | 2018-11-16 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810667687.2A Pending CN108824419A (en) | 2018-06-26 | 2018-06-26 | The method of the vacuum pre-pressed joint biomineralization reinforcing High water cut soil body |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111851464A (en) * | 2020-02-20 | 2020-10-30 | 於孝牛 | Method for mineralizing/carbonizing secondary consolidation dredger fill by streptomycete |
Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR2873725A1 (en) * | 2004-07-28 | 2006-02-03 | Cie Du Sol Soc Civ Ile | Procedure for soil consolidation, comprises using calcifying bacteria, nutrient solution(s) and denitrifying bacteria fed into the soil through boreholes round the zone to be consolidated |
| JP2008008023A (en) * | 2006-06-29 | 2008-01-17 | Hokkaido Univ | Method of consolidating ground containing calcium, by using microorganisms |
| CN103214101A (en) * | 2012-01-19 | 2013-07-24 | 中国中化股份有限公司 | Microbial flocculating agent, and preparation and use thereof |
| CN103725288A (en) * | 2013-12-16 | 2014-04-16 | 东南大学 | Reagent for consolidating soil by utilizing carbonic anhydrase microbes and using method thereof |
| CN104674785A (en) * | 2015-01-05 | 2015-06-03 | 王军 | Method for treating dredger fill foundation through flocculation combined with vacuum preloading |
| CN105064325A (en) * | 2015-07-30 | 2015-11-18 | 温州大学 | Method for treating foundation through stirring flocculation dehydration and vacuum preloading jointly |
| CN106638554A (en) * | 2017-01-05 | 2017-05-10 | 浙江大学宁波理工学院 | Treatment method of soft clay foundation |
| CN106747176A (en) * | 2016-11-16 | 2017-05-31 | 东南大学 | A kind of novel gelled material and its preparation and application method with carbon sequestration capacity |
| CN107724375A (en) * | 2017-11-07 | 2018-02-23 | 温州大学 | The reclaimed ground processing method of vacuum drainage sand wick joint sand drain biology consolidation |
-
2018
- 2018-06-26 CN CN201810667687.2A patent/CN108824419A/en active Pending
Patent Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR2873725A1 (en) * | 2004-07-28 | 2006-02-03 | Cie Du Sol Soc Civ Ile | Procedure for soil consolidation, comprises using calcifying bacteria, nutrient solution(s) and denitrifying bacteria fed into the soil through boreholes round the zone to be consolidated |
| JP2008008023A (en) * | 2006-06-29 | 2008-01-17 | Hokkaido Univ | Method of consolidating ground containing calcium, by using microorganisms |
| CN103214101A (en) * | 2012-01-19 | 2013-07-24 | 中国中化股份有限公司 | Microbial flocculating agent, and preparation and use thereof |
| CN103725288A (en) * | 2013-12-16 | 2014-04-16 | 东南大学 | Reagent for consolidating soil by utilizing carbonic anhydrase microbes and using method thereof |
| CN104674785A (en) * | 2015-01-05 | 2015-06-03 | 王军 | Method for treating dredger fill foundation through flocculation combined with vacuum preloading |
| CN105064325A (en) * | 2015-07-30 | 2015-11-18 | 温州大学 | Method for treating foundation through stirring flocculation dehydration and vacuum preloading jointly |
| CN106747176A (en) * | 2016-11-16 | 2017-05-31 | 东南大学 | A kind of novel gelled material and its preparation and application method with carbon sequestration capacity |
| CN106638554A (en) * | 2017-01-05 | 2017-05-10 | 浙江大学宁波理工学院 | Treatment method of soft clay foundation |
| CN107724375A (en) * | 2017-11-07 | 2018-02-23 | 温州大学 | The reclaimed ground processing method of vacuum drainage sand wick joint sand drain biology consolidation |
Non-Patent Citations (2)
| Title |
|---|
| 张甲耀等: "《环境微生物学》", 31 December 2008 * |
| 赵森: "絮凝-真空预压加固吹填淤泥实验研究", 《岩石力学与工程学报》 * |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111851464A (en) * | 2020-02-20 | 2020-10-30 | 於孝牛 | Method for mineralizing/carbonizing secondary consolidation dredger fill by streptomycete |
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| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
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| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20181116 |
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| RJ01 | Rejection of invention patent application after publication |