CN105804014A - Treatment method of expansive soil channel - Google Patents
Treatment method of expansive soil channel Download PDFInfo
- Publication number
- CN105804014A CN105804014A CN201610321146.5A CN201610321146A CN105804014A CN 105804014 A CN105804014 A CN 105804014A CN 201610321146 A CN201610321146 A CN 201610321146A CN 105804014 A CN105804014 A CN 105804014A
- Authority
- CN
- China
- Prior art keywords
- channel
- expansive soil
- composite geo
- slopes
- membrane
- 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.)
- Pending
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B5/00—Artificial water canals, e.g. irrigation canals
- E02B5/02—Making or lining canals
Abstract
The invention relates to a treatment method of an expansive soil channel and aims to provide the treatment method of the expansive soil channel which is quick and convenient to construct, better in deformation adaptability and convenient to maintain later. Moisture exchange of expansive soil and the outside is reduced, significant change of moisture content of the expansive soil is avoided, the slope stability is improved, and better social and economic benefit is realized. According to the technical scheme, the treatment method comprises steps as follows: 1, composite geo-membranes are laid on a bottom plate of the channel and channel slopes on two sides and extend to tops of the slopes on two sides of the channel accordingly; 2, dry stones are laid on surfaces of the composite geo-membranes in the channel; 3, grouted rubble stop ridges are arranged at the tops of the slopes on two sides along the channel, PVC (polyvinyl chloride) drainage pipes inclining towards the inside of the channel are arranged inside the grouted rubble stop ridges at intervals of 3 m; 4, grouted rubble presses and covers upper parts of the composite geo-membranes at the tops of the slopes on two sides of the channel; 5, the two sides along the channel are filled with excavated materials doped with sand gravel, and non-expansive soil materials are laid on surface layers of filled areas.
Description
Technical field
The present invention relates to the construction time of the administering method of a kind of expansive soil channel, particularly expansive soil channel and runtime, adopt the administering method of the expansive soil channel of composite geo-membrane+loose stone pavement structure.Being primarily adapted for use in geological conditions is the engineering channels such as the diversion of swelled ground, water supply.
Background technology
Swelled ground is because of himself special dilatancy, many fissurities and overconsolidation, and after channel excavates, water content is very easily deformed after changing destroying.The endogenous cause of ill of expansive soil canal slope failure is that the soil body has stronger swell-shrink characteristic and grows the crack of growing up (or interlayer Weak face) having certain density, as shallow phenotype creep and slip of collapsing are destroyed all closely related with soil expansion；Deeper is slided and is then depended on the development degree of structural plane in the soil body.The exopathogenic factor of expansive soil canal slope failure is mainly after the soil body is exposed to ground surface environment and occurs drying and watering cycle, surface water immersion, excavation off-load and precipitation infiltration or surface water (including water in a canal) to infiltrate, Infiltration water not only can soften structural plane, cause structural plane end stress to concentrate, it is also possible to directly produce hydrostatic thrust in trailing edge drawing crack face.
The improvement of domestic and international expansive soil channel, substantially includes protection and processes two aspects.Protection to channel, is take effective measures, and makes channel basis not produce excessive shear stress or deformation and produce to destroy；Channel is processed, refers to occurring the canal slope destroyed to carry out rationally repairing reliably and reinforcing.Most expansive soil channel all occurred after being completed destroying the problem repaired again.
Summary of the invention
The technical problem to be solved in the present invention is: for above-mentioned existing problems, there is provided one construction quick, easy, adaptive deformation ability is better, and the administering method of the convenient expansive soil channel of later stage maintenance, utilize the anti-seepage effect that composite geo-membrane is good, reduce the exchange of swelled ground and outside moisture, avoid the notable change of swelled ground water content, simultaneously by loose stone mask, increase slope stability, play good economic results in society.
The technical solution adopted in the present invention is: the administering method of a kind of expansive soil channel, it is characterised in that comprise the following steps:
1, laying composite geo-membrane at channel base plate and both sides channel side slopes, and postpone to channel two side slope top, top, slope laying length is less than 1m；
2, in channel, the surface of composite geo-membrane builds loose stone, thickness 30cm by laying bricks or stones；
3, top, channel along both side slope arranges cemented rock gear bank, cemented rock gear bank top exceeds loose stone mask top 30cm, arrange the PVC drain pipe of a caliber 100mm in cemented rock gear bank every 3m, in drain pipe tendency channel, drain pipe end is surrounded by anti-filter geotextiles；
4, the composite geo-membrane top on channel two side slope top covers cemented rock；
5, channel is along both side, utilizes the excavated material mixing sand gravel to fill, and unexpansive earth material is laid on top layer, reclamation district.
The unexpansive earth material of step 5 is arranged builder's road.
The invention has the beneficial effects as follows: the present invention feature according to expansive soil channel construction time and runtime, the administering method of a kind of expansive soil channel adopting composite geo-membrane+loose stone pavement structure is provided, utilize composite geo-membrane easy construction, can the feature of once-paving canal segment length, swelled ground after quick closure excavation is domatic, decreases the evaporation of swelled ground basis moisture content；And the performances such as the antiseepage of composite geo-membrane, tension and anti tear are all better, and engineering adaptability is strong；Loose stone is built on composite geo-membrane surface by laying bricks or stones, using the teaching of the invention it is possible to provide certain ballast, it is suppressed that the deformation of swelled ground.
Accompanying drawing explanation
The structure that Fig. 1 is the present invention arranges schematic diagram.
Detailed description of the invention
As it is shown in figure 1, the feature that the present embodiment is according to expansive soil channel construction time and runtime, it is provided that the administering method of a kind of expansive soil channel adopting composite geo-membrane+loose stone pavement structure, it is adaptable to geological conditions is the engineering channels such as the diversion of swelled ground, water supply.
In the present embodiment, expansive soil channel 8 includes channel base plate 8-1 and both sides channel side slopes 8-2, lays composite geo-membrane 1 at channel base plate and both sides side slope, and postpones to channel two side slope top；In channel, loose stone 2 is built on composite geo-membrane surface by laying bricks or stones, and top, channel along both side slope arranges cemented rock gear bank 3, and every the PVC drain pipe of 1 caliber 100mm of 3m cloth in gear bank, in drain pipe tendency channel, end is surrounded by anti-filter geotextiles；Composite geo-membrane 1 top, top, slope covers cemented rock 7；Channel along both side, according to landform needs, can utilize excavated material 5 (mixing sand gravel) to fill, and unexpansive earth material 4 is laid on top layer, reclamation district；The builder's road 6 of channel needs to lay on unexpansive earth material in combinations with hillside draining.
The concrete construction method of the present embodiment is as follows:
1, laying composite geo-membrane 1 at channel base plate 8-1 and both sides channel side slopes 8-2, and postpone to channel two side slope top, top, slope laying length is less than 1m, it is prevented that channel periphery earth's surface is oozed under water；
2, in channel, the surface of composite geo-membrane 1 builds loose stone 2, thickness 30cm by laying bricks or stones；
3, top, channel along both side slope arranges cemented rock gear bank 3, cemented rock gear bank top exceeds loose stone 2 mask top 30cm, arrange the PVC drain pipe of a caliber 100mm in cemented rock gear bank 3 every 3m, in drain pipe tendency channel, drain pipe end is surrounded by anti-filter geotextiles；
4, composite geo-membrane 1 top on channel two side slope top covers cemented rock 7；
5, channel is along both side, according to landform needs, can utilize and mix the excavated material 5 of sand gravel and fill, and unexpansive earth material 4 (such as Modified soil, scoria etc.) is laid on top layer, reclamation district, and thickness is 30cm.
Need in conjunction with hillside draining, the unexpansive earth material 4 of above-mentioned steps 5 is arranged builder's road 6.
Claims (2)
1. the administering method of an expansive soil channel, it is characterised in that comprise the following steps:
1.1, laying composite geo-membrane (1) at channel base plate (8-1) and both sides channel side slopes (8-2), and postpone to channel two side slope top, top, slope laying length is less than 1m；
1.2, in channel, the surface of composite geo-membrane (1) builds loose stone (2), thickness 30cm by laying bricks or stones；
1.3, top, channel along both side slope arranges cemented rock gear bank (3), cemented rock gear bank top exceeds loose stone (2) mask top 30cm, arrange the PVC drain pipe of a caliber 100mm every 3m in cemented rock gear bank (3), in drain pipe tendency channel, drain pipe end is surrounded by anti-filter geotextiles；
1.4, composite geo-membrane (1) top on channel two side slope top covers cemented rock (7)；
1.5, channel is along both side, utilizes the excavated material (5) mixing sand gravel to fill, and unexpansive earth material (4) is laid on top layer, reclamation district.
2. the administering method of expansive soil channel according to claim 1, it is characterised in that: on the unexpansive earth material (4) of step 1.5, arrange builder's road (6).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610321146.5A CN105804014A (en) | 2016-05-16 | 2016-05-16 | Treatment method of expansive soil channel |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610321146.5A CN105804014A (en) | 2016-05-16 | 2016-05-16 | Treatment method of expansive soil channel |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105804014A true CN105804014A (en) | 2016-07-27 |
Family
ID=56451230
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610321146.5A Pending CN105804014A (en) | 2016-05-16 | 2016-05-16 | Treatment method of expansive soil channel |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105804014A (en) |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2003082670A (en) * | 2001-09-04 | 2003-03-19 | Ibiden Greentec Co Ltd | Construction of slope face |
| CN103147614A (en) * | 2013-03-31 | 2013-06-12 | 云南农业大学 | Pool with multi-layer structure and building method thereof |
| CN103290812A (en) * | 2013-05-30 | 2013-09-11 | 曹世雄 | Agriculture and forestry composite treating method for channels |
| CN203238597U (en) * | 2013-03-27 | 2013-10-16 | 中国水电顾问集团华东勘测设计研究院 | Supporting structure of urban landscape open channel |
| CN203346895U (en) * | 2013-06-20 | 2013-12-18 | 华侨大学 | Expansion soil slope protecting structure |
| CN203716273U (en) * | 2014-02-25 | 2014-07-16 | 中交第一公路勘察设计研究院有限公司 | Multifunctional ecological draining gutter |
| CN204023496U (en) * | 2014-09-10 | 2014-12-17 | 刘永锋 | A kind of novel ecological channel revetment |
| CN104695386A (en) * | 2015-04-09 | 2015-06-10 | 中国电建集团成都勘测设计研究院有限公司 | Blocking and discharge structure and method for ditch water treatment |
-
2016
- 2016-05-16 CN CN201610321146.5A patent/CN105804014A/en active Pending
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2003082670A (en) * | 2001-09-04 | 2003-03-19 | Ibiden Greentec Co Ltd | Construction of slope face |
| CN203238597U (en) * | 2013-03-27 | 2013-10-16 | 中国水电顾问集团华东勘测设计研究院 | Supporting structure of urban landscape open channel |
| CN103147614A (en) * | 2013-03-31 | 2013-06-12 | 云南农业大学 | Pool with multi-layer structure and building method thereof |
| CN103290812A (en) * | 2013-05-30 | 2013-09-11 | 曹世雄 | Agriculture and forestry composite treating method for channels |
| CN203346895U (en) * | 2013-06-20 | 2013-12-18 | 华侨大学 | Expansion soil slope protecting structure |
| CN203716273U (en) * | 2014-02-25 | 2014-07-16 | 中交第一公路勘察设计研究院有限公司 | Multifunctional ecological draining gutter |
| CN204023496U (en) * | 2014-09-10 | 2014-12-17 | 刘永锋 | A kind of novel ecological channel revetment |
| CN104695386A (en) * | 2015-04-09 | 2015-06-10 | 中国电建集团成都勘测设计研究院有限公司 | Blocking and discharge structure and method for ditch water treatment |
Non-Patent Citations (1)
| Title |
|---|
| 刑义川等: "《现代渠道与管网高效输水新材料及新技术》", 30 April 2006, 黄河水利出版社 * |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN102587352B (en) | Hot-water draining consolidation processing device and hot-water draining consolidating processing method for soft soil foundation | |
| CN103031836B (en) | A kind of method of building road on new hydraulically filled sludge ground fast | |
| CN203411948U (en) | Green ecological riverway revetment structure | |
| CN102995599B (en) | Anti-freeze anti-seepage water diversion treatment method of collapsible loess water-conveyance canal | |
| CN103953008B (en) | A kind of modified mixed dam being applicable to Tailings Dam | |
| CN106702916A (en) | U-shaped assembly type reinforced concrete cover board culvert and construction method thereof | |
| CN105200881B (en) | The construction method of High-cold regions roadbed freeze-harm Comprehensive Treatment structure | |
| CN203741666U (en) | Roadbed structure for preventing cut-fill section of highway in cold region from frost boiling | |
| CN104846781A (en) | Ecological interlocking block and ecological interlocking block type slope protection construction method | |
| CN104514216A (en) | Fill channel anti-frost heaving and anti-seepage structure and construction method | |
| CN101979781B (en) | Method for constructing oil drilling waste mud solidification pool | |
| CN105804007A (en) | Reinforced soil bank wall structure based on beach soft foundation | |
| CN104594297B (en) | A kind of double face slab rock-fill dams and construction method thereof | |
| CN111733792A (en) | Foundation treatment method and system for soft soil foundation vacuum preloading and power consolidation drainage | |
| CN205636721U (en) | Strain equipment that well vacuum preloading consolidated deep soft soil foundation | |
| CN108277800B (en) | Reinforced concrete pipe joint gravel pile with consolidated sand layer and construction method thereof | |
| CN102787608B (en) | Gravity type foundation pit supporting system under vacuum effect and construction method | |
| CN103276717B (en) | The method of composite earthwork synthetic materials reinforcement cushion soft soil foundation | |
| CN102704458A (en) | Sand-free cushion layer vacuum-surcharge preloading reinforcement device and method for soft ground | |
| CN112982459A (en) | Large-area drainage construction method for strongly weathered rock substrate rich in low-pressure-bearing fracture water | |
| CN104164883A (en) | Recompaction and plant covering combined protection method for loose unsaturated soil slope shallow layer | |
| CN110804994A (en) | Reservoir dam construction method | |
| CN105804014A (en) | Treatment method of expansive soil channel | |
| CN108265700A (en) | A kind of piling prepressing treatment of soft foundation structure and method | |
| CN203977385U (en) | Be applied to the self adaptation distortion anti-seepage channel of minery |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20160727 |
|
| RJ01 | Rejection of invention patent application after publication |