CN107986725A - The preparation method and construction method of domestic waste incineration residue comprehensive stable soil - Google Patents
The preparation method and construction method of domestic waste incineration residue comprehensive stable soil Download PDFInfo
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- CN107986725A CN107986725A CN201711275911.5A CN201711275911A CN107986725A CN 107986725 A CN107986725 A CN 107986725A CN 201711275911 A CN201711275911 A CN 201711275911A CN 107986725 A CN107986725 A CN 107986725A
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- waste incineration
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- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B28/00—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
- C04B28/02—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements containing hydraulic cements other than calcium sulfates
- C04B28/10—Lime cements or magnesium oxide cements
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- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B2111/00—Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
- C04B2111/00474—Uses not provided for elsewhere in C04B2111/00
- C04B2111/0075—Uses not provided for elsewhere in C04B2111/00 for road construction
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- Chemical & Material Sciences (AREA)
- Engineering & Computer Science (AREA)
- Ceramic Engineering (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Inorganic Chemistry (AREA)
- Materials Engineering (AREA)
- Structural Engineering (AREA)
- Organic Chemistry (AREA)
- Soil Conditioners And Soil-Stabilizing Materials (AREA)
- Processing Of Solid Wastes (AREA)
Abstract
The invention discloses a kind of preparation method of domestic waste incineration residue comprehensive stable soil, include the following steps：The preparation of step 1, domestic waste incineration residue；Step 2, break process；Step 3, particle diameter are 2.36 4.75 mm, 1.18 2.36 mm, 0.600 1.18 mm, 0.300 0.600mm, 0.150 0.300 mm, the parts by weight of 0 0.150mm are respectively 5 20 parts, 10 20 parts, 10 20 parts, 10 20 parts, 10 20 parts, 5 10 parts；Step 4, incorporation curing agent；Step 5, add the mixture that the step 4 obtains in plain soil, add suitable quantity of water mix, roadbed filling is directly used in after domestic waste incineration residue is removed metal, avoid time and the processing cost of many sortings, and domestic waste incineration residue can maximumlly be utilized, avoid the occurrence of secondary waste.
Description
Technical field
The present invention relates to technical field of road engineering, and in particular to the preparation side of domestic waste incineration residue comprehensive stable soil
Method and construction method.
Background technology
With quickly propelling for urbanization process, the treating capacity of house refuse is also simultaneously and rapidly increasing, currently life rubbish
The processing method of rubbish mainly has three kinds：Sanitary landfills, burning and compost, wherein since Consideration of MSW Incineration Technology will can live
Waste volumes greatly reduce, the recyclable heat energy power-generating of burning process, after decrement depending on clinker can be subject to profit as regenerated resources
With major way of each state all using incineration technology as domestic rubbish disposal.House refuse can be produced and accounted for after burning disposal
The clinker of rubbish total amount 25% or so, the generation of a large amount of clinkers increases processing cost, while also increases the occupation of land face of clinker
Accumulate, therefore, the resource and utilization that clinker gathers materials are imperative.
The material such as the widely used clay of main material of roadbed and lime, and in the highway construction of region of no relief, consumption
Earth volume is huge, and the excavation of the earthwork for public use has not only broken up surface vegetation, causes a series of ecology such as soil erosion, desertification
Problem, and substantial amounts of earth excavation causes the waste of resource, the raising of cost.And clinker is used as a kind of lightweight, porous
Material, from the point of view of physicochemical property, it is with certain activity and stability, and the influence to environment is smaller, if by clinker collection
Material is used in road foundation, and consumption will be larger, can not only alleviate increasingly serious road construction problem of materials, make full use of money
Source, while mitigate the land seizure that clinker discards generation, disposal costs are reduced, resource can have not only been saved, reduce project cost, but also
It is economic and environment-friendly.
It is existing to clinker as the research gathered materials, focus mostly in the sorting to it, such as Application No. 201410815012.X
Patent document, what it was mainly studied be to domestic waste incineration residue processing method, this not only adds processing cost and when
Between, and also there is the component not being fully utilized in domestic waste incineration residue, still suffer from the problems such as stockpiling is taken up an area.
In view of above-mentioned existing domestic waste incineration residue recycling there are the defects of, the present inventor be based on from
The such product design manufacture of thing abundant for many years practical experience and professional knowledge, and coordinate the utilization of scientific principle, actively studied
Innovation, to found a kind of preparation method and construction method of domestic waste incineration residue comprehensive stable soil, makes it with more real
The property used.By constantly research, design, and after studying sample repeatedly and improving, the sheet having practical value is created finally
Invention.
The content of the invention
It is a primary object of the present invention to overcome and lacked existing for the recycling of existing domestic waste incineration residue
Fall into, and a kind of preparation method and construction method of domestic waste incineration residue comprehensive stable soil are provided, by domestic waste incineration
Slag utilization rate maximizes, and preparation process it is simple, using industrialized production, thus more suitable for practicality, and with industry
Utility value.
The object of the invention to solve the technical problems is realized using following technical scheme.
The preparation method of domestic waste incineration residue comprehensive stable soil, includes the following steps：
The preparation of step 1, domestic waste incineration residue：The domestic waste incineration residue is removed into metal impurities, then is sieved
Being divided into particle diameter is respectively：More than 4.75mm, 2.36-4.75mm, 1.18-2.36mm, 0.600-1.18mm, 0.300-0.600mm,
0.150-0.300mm, 0-0.150mm；
Step 2, the domestic waste incineration residue progress break process that 4.75mm will be more than described in the step 1,
And re-start the screening process in the step 1；
Step 3, choose the domestic waste incineration residue sieved in the step 1, and wherein particle diameter is 2.36-
The parts by weight of 4.75mm, 1.18-2.36mm, 0.600-1.18mm, 0.300-0.600mm, 0.150-0.300mm, 0-0.150mm
Respectively 5-20 parts, 10-20 parts, 10-20 parts, 10-20 parts, 10-20 parts, 5-10 parts；
Step 4, mix curing agent in the domestic waste incineration residue of the step 3, and the curing agent is mixed
Measure as the 2-12% of the domestic waste incineration residue weight, and stir evenly；
Step 5, add the mixture that the step 4 obtains in plain soil, and the plain soil mixed is the life rubbish
2-4 times of rubbish dregs of incinerator weight, adds suitable quantity of water mix.
There is different requirements for different road structures, the first step, we provide to gather materials clinker, determine him
Requirement of the energy as roadbed filling, then goes out his influence to roadbed filling by Test Summary, determines their influence relation,
Different structures is finally directed to, to determine every layer of the optimum mix amount.
As a kind of perferred technical scheme, metal impurities are removed by the way of magnetic separation and jigging in the step 1.
As a kind of perferred technical scheme, using appointing in roller mill, disc mill, jaw crusher in the step 2
It is a kind of.
As a kind of perferred technical scheme, curing agent described in the step 4 for white lime, fibrous reinforcing composition, and
The white lime, the parts by weight of the fibrous reinforcing composition are respectively 40-60 parts, 5-10 parts.
As a kind of perferred technical scheme, the fibrous reinforcing composition is coir fibre, bast-fibre, polypropylene fibre
Any of dimension, polyester fiber.
As a kind of perferred technical scheme, the plain soil is low liquid limit clay, and 3 of low liquid limit soil are differentiated in engineering
Index is：Granule content less than 0.075mm is less than 50%, liquid limit and is less than 50%, and plasticity index is less than 26 soil.
As a kind of perferred technical scheme, suitable quantity of water described in the step 5 is more comprehensive than the domestic waste incineration residue
Close the more 1-2% of optimum moisture content for stablizing soil.
The construction method of domestic waste incineration residue comprehensive stable soil, includes the following steps：
S1, carry out first the domestic waste incineration residue comprehensive stable soil optimum moisture content measure, weigh mix
Water, the mixing water than the domestic waste incineration residue comprehensive stable soil optimum moisture content more than 1-2%；
S2, add the mixing water in the domestic waste incineration residue comprehensive stable soil, after stirring evenly, is spread
Build；
S3, the domestic waste incineration residue comprehensive stable soil to making carry out levelling, guarantee flatness；
S4, roll.
As a kind of perferred technical scheme, in the S4, respectively by voltage stabilizing-vibroroller cmpacting, wherein the vibrating roller
Press the mode for being divided into and shaking by force after first weak shake to shake to press 3-5 times.
As a kind of perferred technical scheme, it is described to roll from slow to fast in the S4, and the travel speed of road roller is most
Big speed per hour is not more than 4km/h.
Using above-mentioned technical proposal, following technique effect can be realized：
1), roadbed is divided into roadbed and embankment, and roadbed is divided into roadbed under roadbed, and it is different that embankment is divided into embankment under embankment
His requirement for roadbed filling of position it is different, so the volume that there is diverse location clinker is different.Through us
Research finds that clinker volume has an impact for the engineering properties of roadbed, is exactly briefly that clinker volume gets over elevated formation level engineering characteristic just
It is poorer；Therefore, clinker sufficiently is utilized for maximum, so the method for proposing a definite clinker the optimum mix amount is needed, therefore, the
One step, we provide to gather materials clinker, determine then he can go out him as the requirement of roadbed filling by Test Summary
Influence to roadbed filling, determines their influence relation, finally for different structures, to determine every layer of the optimum mix amount；
Meanwhile we have discovered that have that Ca O Si constituent contents are similar with the constituent content in lime in clinker, therefore road can be reduced
Lime consumption in base, increases the hardened property and stability of subgrade soils；
2) substantial amounts of refuse landfill and heap, can not only be saved as roadbed filling using domestic waste incineration residue
Put place, moreover it is possible to the recycling approach of clinker is provided, occupation of land and the disposal costs of clinker are reduced, by domestic waste incineration
Slag is used in the roadbed of two level and the following road quality classification road of two level, can sufficiently utilize waste resource, realize waste resource
Recycle, there is great economic benefit and environmental benefit, and promote the sustainable development of communication；
3), by domestic waste incineration residue remove metal after be directly used in roadbed filling, avoid many sortings time and
Processing cost, and domestic waste incineration residue can maximumlly be utilized, avoid the occurrence of secondary waste；
4), preparation process is simple, and the processing of domestic waste incineration residue can be completed using existing equipment, simplifies process
While, reduce cost；
5) comprehensive stability soil compaction meets the requirement of level-one standard highway roadbed filling, excellent performance made from.
Embodiment
Further to illustrate the present invention to reach the technological means and effect that predetermined goal of the invention is taken, to according to this
Invent the domestic waste incineration residue comprehensive stable soil proposed preparation method and construction method its embodiment, feature and
Its effect, describes in detail as after.
The invention discloses a kind of preparation method of domestic waste incineration residue comprehensive stable soil, include the following steps：
The preparation of step 1, domestic waste incineration residue：Domestic waste incineration residue is removed into metal impurities, then is sieved into
Particle diameter is respectively：More than 4.75mm, 2.36-4.75mm, 1.18-2.36mm, 0.600-1.18mm, 0.300-0.600mm,
0.150-0.300mm, 0-0.150mm；
Step 2, will be more than the domestic waste incineration residue progress break process of 4.75mm in step 1, and re-start step
Screening process in rapid 1, in order to avoid larger clinker may cause to stir accumulation that is uneven and occurring in soil is stablized
Local situation about easily caving in is caused, the clinker of greater particle size is subjected to broken and pulverization process, its particle diameter is less than 4.75mm, carries
The compaction capacity of elevated formation level, so as to reach maximally utilizing for clinker；
The domestic waste incineration residue sieved in step 3, selecting step 1, wherein particle diameter are 2.36-4.75mm, 1.18-
The parts by weight of 2.36mm, 0.600-1.18mm, 0.300-0.600mm, 0.150-0.300mm, 0-0.150mm are respectively 5-20
Part, 10-20 parts, 10-20 parts, 10-20 parts, 10-20 parts, 5-10 parts；
Step 4, mix curing agent in the domestic waste incineration residue of step 3, and the volume of curing agent is house refuse
The 2-12% of dregs of incinerator weight, and stir evenly, it is preferred that curing agent is white lime, fibrous reinforcing composition, and white lime,
The parts by weight of fibrous reinforcing composition are respectively 40-60 parts, 5-10 parts, white lime as cure binding agent, can effectively by
The defects of clinker bonds, and fibrous reinforcing composition is strip, it compensate for domestic waste incineration residue single shape, Neng Gougeng
The good each component of bonding, so as to increase the intensity for stablizing soil, flyash has larger specific surface area, and since flyash is
Graininess, can be used as " ball " therein, facilitate the stirring between each component, it is preferred that fibrous reinforcing composition therein is
Any of coir fibre, bast-fibre, polypropylene fibre, polyester fiber；
Step 5, add the mixture that step 4 obtains in plain soil, and the plain soil of incorporation is domestic waste incineration residue weight
2-4 times, add suitable quantity of water mix.
As a kind of perferred technical scheme, metal impurities are removed by the way of magnetic separation and jigging in step 1.
As a kind of perferred technical scheme, using any of roller mill, disc mill, jaw crusher in step 2.
As a kind of perferred technical scheme, plain soil is low liquid limit clay, and 3 indexs of low liquid limit soil are differentiated in engineering
For：Granule content less than 0.075mm is less than 50%, liquid limit and is less than 50%, and plasticity index is less than 26 soil.
As a kind of perferred technical scheme, suitable quantity of water is than domestic waste incineration residue comprehensive stable soil most in step 5
The good more 1-2% of water content.
The construction method of domestic waste incineration residue comprehensive stable soil, includes the following steps：
The measure of S1, the optimum moisture content for carrying out domestic waste incineration residue comprehensive stable soil first and maximum dry density,
Weigh mixing water, mixing water than domestic waste incineration residue comprehensive stable soil optimum moisture content more than 1-2%, it is and vaporous according to day
The far and near adjustment water content of condition and transportation range so that the water content that mixture is transported to after the decking and rolling of construction site is more than optimal
Water content, to compensate the lack of moisture of subsequent handling；
S2, add mixing water in domestic waste incineration residue comprehensive stable soil, after stirring evenly, making is carried out, by applying
Work person's how much carry out makings for expecting according to needed for the drill rod hanging wire height at scene and institute to section, discharging is carried out in each ash lattice
It should ensure that stable native spacing is uniform, meanwhile, unload and should as far as possible avoid the occurrence of in place and lack material and more material phenomenons；
S3, the domestic waste incineration residue comprehensive stable soil progress to making are levelling, and after just flat, land leveller coordinates manually smart
It is flat, while road camber is found out with sharp draining, check loose laying depth, flatness, ensure flatness；
S4, roll.
As a kind of perferred technical scheme, in S4, it is divided into elder generation by voltage stabilizing-vibroroller cmpacting, wherein vibroroller cmpacting respectively
It is weak shake after the mode shaken by force shake pressure 3-5 times.
As a kind of perferred technical scheme, in S4, roll from slow to fast, and the travel speed maximum speed per hour of road roller is not
More than 4km/h.
Road roller is followed from roadside and carried out into road, from downside to the principle of high side, longitudinal advance and retreat formula when rolling, and mistake wheel is wide
Degree cannot be less than vibrated roller 1/3rd of compact wheel.The end rolled, road roller must not emergency brake, emergency stop, to prevent
Stablize soil passage, cause joint surface irregularity.Roll line of demarcation and obvious mark is set, forbid the midway during rolling to stop
Steering is stayed, whole roller compaction process should be accomplished without leakage pressure, without dead angle, until rolling no wheelmark.
In order to further illustrate the present invention, with reference to specific embodiment to domestic waste incineration residue provided by the invention
Comprehensive stable soil is described in detail, but should not be construed as limiting the scope of the present invention.
Embodiment 1
Domestic waste incineration residue：Wherein particle diameter for 2.36-4.75mm, 1.18-2.36mm, 0.600-1.18mm,
The parts by weight of 0.300-0.600mm, 0.150-0.300mm, 0-0.150mm are respectively 5 parts, 10 parts, 10 parts, 10 parts, 10 parts, 5
Part；
Curing agent：White lime, the parts by weight of coir fibre are respectively 40 parts, 5 parts, and the volume of curing agent is life rubbish
The 8% of rubbish dregs of incinerator weight；
Plain soil：For 3 times of domestic waste incineration residue weight；
Mixing water：Weight ratio optimum moisture content more 1%.
Embodiment 2
Domestic waste incineration residue：Wherein particle diameter for 2.36-4.75mm, 1.18-2.36mm, 0.600-1.18mm,
The parts by weight of 0.300-0.600mm, 0.150-0.300mm, 0-0.150mm are respectively 10 parts, 20 parts, 20 parts, 20 parts, 20 parts,
10 parts；
Curing agent：White lime, the parts by weight of bast-fibre are respectively 60 parts, 10 parts, and the volume of curing agent is life
The 15% of waste incineration slag weight；
Plain soil：For 3 times of domestic waste incineration residue weight；
Mixing water：Weight ratio optimum moisture content more 1%.
Embodiment 3
Domestic waste incineration residue：Wherein particle diameter for 2.36-4.75mm, 1.18-2.36mm, 0.600-1.18mm,
The parts by weight of 0.300-0.600mm, 0.150-0.300mm, 0-0.150mm are respectively 5 parts, 13 parts, 13 parts, 13 parts, 13 parts, 5
Part；
Curing agent：White lime, the parts by weight of polypropylene fibre are respectively 50 parts, 7 parts, and the volume of curing agent is life
The 10% of waste incineration slag weight；
Plain soil：For 2.5 times of domestic waste incineration residue weight；
Mixing water：Weight ratio optimum moisture content more 1%.
Embodiment 4
Domestic waste incineration residue：Wherein particle diameter for 2.36-4.75mm, 1.18-2.36mm, 0.600-1.18mm,
The parts by weight of 0.300-0.600mm, 0.150-0.300mm, 0-0.150mm are respectively 7 parts, 13 parts, 13 parts, 13 parts, 13 parts, 7
Part；
Curing agent：White lime, the parts by weight of polypropylene fibre are respectively 50 parts, 7 parts, and the volume of curing agent is life
The 13% of waste incineration slag weight；
Plain soil：For 4 times of domestic waste incineration residue weight；
Mixing water：Weight ratio optimum moisture content more 1%.
Embodiment 5
Domestic waste incineration residue：Wherein particle diameter for 2.36-4.75mm, 1.18-2.36mm, 0.600-1.18mm,
The parts by weight of 0.300-0.600mm, 0.150-0.300mm, 0-0.150mm are respectively 7 parts, 13 parts, 13 parts, 13 parts, 13 parts, 7
Part；
Curing agent：White lime, the parts by weight of polyester fiber are respectively 50 parts, 7 parts, and the volume of curing agent is life rubbish
The 13% of rubbish dregs of incinerator weight；
Plain soil：For 3 times of domestic waste incineration residue weight；
Mixing water：Weight ratio optimum moisture content more 2%.
Table 1 is the compactness of the domestic waste incineration residue comprehensive stable soil obtained using above-described embodiment and grey dosage
Test result：
1 test result of table
| Embodiment | Compactness | Grey dosage |
| 1 | 96.8% | 5.8% |
| 2 | 96.6% | 5.1% |
| 3 | 96.1% | 5.9% |
| 4 | 96.1% | 5.2% |
| 5 | 96.2% | 6.9% |
Issued according to The Ministry of Communications of the People's Republic of China, MOC《Highway Roadbed Construction Technology specification》(JTG F10-2006's)
Professional standard, see the table below 2, it can be seen that it meets the requirement of level-one standard highway roadbed filling.
Table 2《Highway Roadbed Construction Technology specification》Requirement to compactness
It follows that the compactness of the domestic waste incineration residue comprehensive stable soil obtained using technical solution of the present invention is equal
Reach requirement of the Class I highway to compactness, traditional roadbed stuffing for expressway can be substituted.
The above described is only a preferred embodiment of the present invention, not make limitation in any form to the present invention, though
So the present invention is disclosed above with preferred embodiment, but is not limited to the present invention, any to be familiar with this professional technology people
Member, without departing from the scope of the present invention, when the technology contents using the disclosure above make a little change or modification
For the equivalent embodiment of equivalent variations, as long as being the content without departing from technical solution of the present invention, the technical spirit according to the present invention
Any simple modification, equivalent change and modification made to above example, in the range of still falling within technical solution of the present invention.
Claims (10)
1. the preparation method of domestic waste incineration residue comprehensive stable soil, it is characterised in that include the following steps：
The preparation of step 1, domestic waste incineration residue：The domestic waste incineration residue is removed into metal impurities, then is sieved into
Particle diameter is respectively：More than 4.75 mm, 2.36-4.75 mm, 1.18-2.36 mm, 0.600-1.18 mm, 0.300-0.600mm,
0.150-0.300 mm, 0-0.150mm；
Step 2, the domestic waste incineration residue progress break process that will be more than 4.75 mm described in the step 1, lay equal stress on
Newly carry out the screening process in the step 1；
Step 3, choose the domestic waste incineration residue sieved in the step 1, wherein particle diameter be 2.36-4.75 mm,
1.18-2.36 mm, 0.600-1.18 mm, 0.300-0.600mm, 0.150-0.300 mm, the parts by weight difference of 0-0.150mm
For 5-20 parts, 10-20 parts, 10-20 parts, 10-20 parts, 10-20 parts, 5-10 parts；
Step 4, mix curing agent in the domestic waste incineration residue of the step 3, and the volume of the curing agent is
The 2-12% of the domestic waste incineration residue weight, and stir evenly；
Step 5, add the mixture that the step 4 obtains in plain soil, and the element soil mixed burns for the house refuse
Burn clinker weight 2-4 times, adds suitable quantity of water mix.
2. the preparation method of domestic waste incineration residue comprehensive stable soil according to claim 1, it is characterised in that described
Metal impurities are removed in step 1 by the way of magnetic separation.
3. the preparation method of domestic waste incineration residue comprehensive stable soil according to claim 1, it is characterised in that described
Using any of roller mill, disc mill, jaw crusher in step 2.
4. the preparation method of domestic waste incineration residue comprehensive stable soil according to claim 1, it is characterised in that described
Curing agent described in step 4 is white lime, fibrous reinforcing composition, and the white lime, the parts by weight of the fibrous reinforcing composition
Number is respectively 40-60 parts, 5-10 parts.
5. the preparation method of domestic waste incineration residue comprehensive stable soil according to claim 4, it is characterised in that described
Fibrous reinforcing composition is any of coir fibre, bast-fibre, polypropylene fibre, polyester fiber.
6. the preparation method of domestic waste incineration residue comprehensive stable soil according to claim 1, it is characterised in that described
Plain soil is low liquid limit clay.
7. the preparation method of domestic waste incineration residue comprehensive stable soil according to claim 1, it is characterised in that described
Suitable quantity of water described in step 5 than the domestic waste incineration residue comprehensive stable soil optimum moisture content more than 1-2%.
8. the construction method of domestic waste incineration residue comprehensive stable soil according to claim 1, it is characterised in that including
Following steps：
S1, carry out first the domestic waste incineration residue comprehensive stable soil optimum moisture content measure, weigh mixing water, institute
State mixing water than the domestic waste incineration residue comprehensive stable soil optimum moisture content more than 1-2%；
S2, add the mixing water in the domestic waste incineration residue comprehensive stable soil, after stirring evenly, carries out making；
S3, the domestic waste incineration residue comprehensive stable soil to making carry out levelling, guarantee flatness；
S4, roll.
9. the construction method of domestic waste incineration residue comprehensive stable soil according to claim 8, it is characterised in that described
In S4, respectively by voltage stabilizing-vibroroller cmpacting, shake pressure 3-5 times wherein the vibroroller cmpacting is divided into the mode shaken by force after first weak shake.
10. the construction method of domestic waste incineration residue comprehensive stable soil according to claim 8, it is characterised in that institute
State in S4, it is described to roll from slow to fast, and the travel speed maximum speed per hour of road roller is not more than 4km/h.
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN110937872A (en) * | 2019-11-26 | 2020-03-31 | 首钢环境产业有限公司 | Inorganic binder stabilizing material and preparation method and application thereof |
| CN113816682A (en) * | 2021-09-28 | 2021-12-21 | 南京浦江工程检测有限公司 | Road base course based on domestic waste incineration slag and paving device thereof |
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| CN110937872A (en) * | 2019-11-26 | 2020-03-31 | 首钢环境产业有限公司 | Inorganic binder stabilizing material and preparation method and application thereof |
| CN113816682A (en) * | 2021-09-28 | 2021-12-21 | 南京浦江工程检测有限公司 | Road base course based on domestic waste incineration slag and paving device thereof |
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