CN105625440A - Vegetation restoration method for rock slope and hard protection slope - Google Patents
Vegetation restoration method for rock slope and hard protection slope Download PDFInfo
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- CN105625440A CN105625440A CN201410615613.6A CN201410615613A CN105625440A CN 105625440 A CN105625440 A CN 105625440A CN 201410615613 A CN201410615613 A CN 201410615613A CN 105625440 A CN105625440 A CN 105625440A
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Abstract
A vegetation restoration method for a rock slope and a hard protection slope comprises the following steps: (1) establishing an engineering prevention system: arranging anchor rods or anchor ropes in a surface of a slope, laying a reinforcing mesh, followed by jetting concrete, and then arranging reinforced concrete gridding beams or anchor piers on the surface of the jetted concrete; for a landslide region, arranging anti-slide piles in a landslide bottom or a landslide body, laying a reinforcing mesh on a slope surface between the anti-slide piles, and jetting concrete onto the reinforcing mesh, or erecting formworks and pouring concrete to form reinforced concrete board walls; and (2) establishing an ecological protection system: a, arranging planting grooves in the bottom of the slope or a slope platform, or in the outside bottoms of the anti-slide piles, and placing a vine planting substrate into the planting grooves; b, selecting different vines for matching and combination; c, planting the vines matched in step b into the planting grooves of step a; and d, fully laying lithophyte modules. The vegetation restoration method for the rock slope and the hard protection slope is simple in operation, short in maintenance time, low in cost, and long in greening time, and has the advantages of stable vegetation system, short slope surface vegetation restoration time, high vegetation coverage rate in the short run, and long-term effective vegetation slope protection.
Description
Technical field
The present invention relates to a kind of slope vegetation restoration method, especially relate to a kind of rock slope and the method for hard protection slope vegetation restoration.
Background technology
Engineering construction is inevitably excavated massif, many side slopes can be formed, slope vegetation is destroyed, domatic exposed, it is frequently encountered by rock slope (rock slope such as Red Sandstone that ratio of slope is big, slate, sandstone, shale, granite, limestone) and hard protection side slope (such as the side slope of jetting cement mask, tunnel's entrance and exit jetting cement face; Mortar flag stone retaining wall; Bridge taper slope; Pile plate wall etc.).
At present, what slope vegetation restoration theory adopted is the greening theory of " exhaustive ", namely at the domatic uniform planting plants in each position, mainly adopt turfing, spread grass seed, three dimensional network, plant biological bag (band), alien earth sparging etc., vegetable material mainly adopts herbaceous plant and the single shrub of fraction kind. Above-mentioned technology the mode of domatic vegetation-building be by the substrate of certain thickness (being usually no more than 10cm) mechanically or manually uniform fold whole domatic on, again by herbaceous seeds and shrub seeds uniform broadcasting in substrate, require the plant energy normal growth at domatic each position, the effect of guarantee recovering vegetation on slope, once the plant at some position occurs dead or growing way is bad, the long-term effect of recovering vegetation on slope is just undesirable.
In above-mentioned rock slope and hard protection slope vegetation restoration engineering practice, domatic upper hypothallus average thickness is only 7��8cm mostly, and only a few can reach 10cm, and the vegetation of construction is the shrub that lawn mixes that kind is single or kind is rare. From built slope vegetation situation, the advantage of " exhaustive " greening theory is that early stage afforestation effect is good, shortcoming is that later stage afforestation effect is poor, the sloping ecosystem formed easily is degenerated, main manifestations is slope vegetation after building completion 3��5 years, it may appear that " alopecia areata " or phenomenon dead in flakes in flakes, and serious also can cause the geological disasters such as side slope generation avalanche or landslide, maintenance difficulty is big, and maintenance costs is high.
The greening theory in " with line traffic control face ": utilize liana to spread the characteristic of growth progressively by domatic covering. Its advantage is that later stage afforestation effect is good, and the sloping ecosystem of formation is stable, and shortcoming is that early stage afforestation effect is poor.
Summary of the invention
The technical problem to be solved is, overcome the drawbacks described above that prior art exists, it is provided that one does not need maintenance (i.e. zero maintenance) or few maintenance, maintenance costs is low, can quickly form the rock slope of stable ecosystem and the method for hard protection slope vegetation restoration.
The technical solution adopted for the present invention to solve the technical problems is a kind of method recovering rock slope and hard protection side slope vegetation, comprises the following steps:
(1) setting up engineering protection system: on side slope surface, the set-point longitudinal pitch first arranging anchor pole or anchor cable, anchor pole or anchor cable is the preferred 3m of 2��3m(), horizontal spacing is the preferred 3m of 2��3m(); Then laying bar-mat reinforcement on domatic, the length of bar-mat reinforcement grid is the preferred 250mm of 200��300mm(), width is the preferred 250mm of 200��300mm(); Fill-before-fire concrete, the thickness of concrete is the preferred 100mm of 80��150mm(), then the surface configuration reinforced concrete mesh beam of jetting cement or or anchor pier, the length of the grid of described reinforced concrete mesh beam is the preferred 2.5m of 2��3m(), width is the preferred 2.5m of 2��3m(); For slide strip, landslide bottom or slip mass in friction pile or barricade are set, the domatic laying bar-mat reinforcement between friction pile and friction pile, and on bar-mat reinforcement spray thickness be the preferred 80mm of 80��150mm() concrete;
(2) ecological protection system is set up:
In the engineering protection system that a, step (1) are set up, at the bottom of slope, on plain stage of slope, to arrange wide be the preferred 0.45m of 0.45��1.0m(for friction pile exterior bottom or barricade exterior bottom), height is the preferred 0.5m of 0.45��0.5m(), wall thickness is the planting groove of 12cm, and the spacing of described planting groove and planting groove is the preferred 6m of 6��8m(); The planting matrix of plantation liana is put in planting groove;
B, different lianas is selected to carry out matched combined;
C, liana kind b step matched enter in a step planting groove with planting matrix, plantation three row in planting groove on plain stage of slope, wherein climb up near two domatic row lianas, plantation spacing near domatic a line is 20cm, i.e. 5 strains/m, the plantation spacing of another row is 33cm, i.e. 3 strains/m; Bottom side slope, planting two row lianas in the planting groove of friction pile exterior bottom, barricade exterior bottom, all adopt the mode climbed up, wherein the plantation spacing near domatic a line is 20cm, i.e. 5 strains/m, and the plantation spacing of another row is 33cm, i.e. 3 strains/m. Combining the above, liana adopts the mode that " swashing sagging " plants;
Further, also include step d, completely spread rock-bearing plant module in the reinforced concrete mesh beam arranged in step (1), when rock slope surface-stable, engineering protection system need not be set time, just directly on rock slope, lay prefabricated rock-bearing plant module.
Further, the preferred retaining wall of described barricade or armoured concrete slab.
Further, the length of described anchor pole is 6��15m; The length of anchor cable is 20��70 meters.
Further, described friction pile is provided with prestress anchorage cable or anchor pole.
Further, described liana includes keynote and selects liana and collocation to select liana, and described keynote selects liana to include the liana liana of evergreen all the year round liana, the liana bloomed, the liana of fallen leaves, fast growth; The liana that liana includes the liana of health preserving, the liana of physical therapy, health care is selected in described collocation.
Further, described keynote selects liana to be the one or more combination in Hedera nepalensis var.sinensis, Parthenocissus quinquefolia, C.radicans, Caulis wisteriae sinensis, speed paving Caulis Seu Folium Euonymi Fortunei, evergreen mucuna stem, Caulis fici pumilae (Fructus Fici Pumilae), trachelospermum jasminoide or ground Folium Eriobotryae.
Further, described collocation selects liana to be the one or more combination in Radix Polygoni Multiflori, bright No. 1 Flos Lonicerae of french gold, threeleaf akebia, vine or Fructus actinidiae chinensis.
Further, in described step c, described keynote selects liana and the quantitative proportion selecting liana of arranging in pairs or groups is 3��4:1.
2 systems that above-mentioned steps (1) and step (2) are set up are combined and are called domatic " rattan cube " system, the system that step (1) is set up belongs to Geotechnical Engineering category, it is the work of geotechnical engineer, the system that step (2) is set up belongs to Garden Engineering category, it is the work of landscape engineer, the essence of " rattan cube " system is that geo-technology and plant technology are organically combined, and solves the technical barrier of rock slope and hard protection slope vegetation restoration.
Adopting liana and rock-bearing plant combination plantation, the afforestation effect that can realize early stage and later stage is all good, and ecosystem is stable, by root absorption nutrient when liana just starts, later stage also absorbs the nutrient (such as dust, moisture etc.) in air by fibrous root, and cost is low, it is not necessary to maintenance or few maintenance; Adopt evergreen all the year round liana and other liana mixed plantings, can realize evergreen all the year round, attractive in appearance, after the blade corruption that defoliation liana withers and falls simultaneously, nutriment can be supplemented for liana; The liana that mixed planting collocation is selected, can health care.
According to entity project monitoring result, when only with tri-steps of a, b, c, domatic multiple green effect is:
(1) for the side slope that slope height is 6 meters, within after planting season 6 months, can make whole domatic multiple green;
(2) for the side slope that slope height is 8 meters, within after planting season 6 months, domatic coverage rate can be made to reach about 70%, within after planting season 1 year 3 months, can make whole domatic multiple green;
(3) for the side slope that slope height is 10 meters, within after planting season 6 months, domatic coverage rate can be made to reach about 60%, within after planting season 1 year 6 months, can make whole domatic multiple green.
The engineering that greening speed is required especially, adopts tri-steps of a, b, c to be difficult to ensure that domatic afforestation effect in early stage, at this moment adds to come in by Step d, namely completely spreads prefabricated rock-bearing plant module on domatic, it is ensured that domatic multiple green rapidly.
It should be noted that refer to the time period of optimum plantation liana planting season, be generally 22 January 30 to the coming year of annual JIUYUE during this period of time, divide by 24 solar term, namely after the Autumnal Equinox to Great Cold 10 days during this period of time, amount to about 4.5 months.
Compared with prior art, the present invention is simple to operate, and curing time is short, cost is low, and the vegetation system of formation is stable, and the recovering vegetation on slope time is short, and vegetation coverage is high in a short time, and slope vegetation protection is permanently effective.
Detailed description of the invention
Below in conjunction with embodiment, the present invention will be further described.
Embodiment 1
This example comprises the following steps:
(1) setting up engineering protection system: on side slope surface, first arrange anchor pole, longitudinal pitch and horizontal spacing between anchor pole and anchor pole are 3m, and rock-bolt length is 6 meters or 9 meters; Then laying bar-mat reinforcement on domatic, the length and width of steel grid is 250mm, fill-before-fire concrete, and concrete thickness is 100mm; Last at jetting cement surface configuration reinforced concrete mesh beam, the length and width of grid beams grid is 2.5m;
(2) ecological protection system is set up:
A, arranging wide for 0.45m on flat slope at the bottom of slope or on plain stage of slope, height be 0.5m, and thickness is the planting groove of 12cm, and the spacing of planting groove and planting groove is 6m, puts into the planting matrix planting liana in planting groove;
B, different lianas is selected to carry out matched combined;
C, liana kind b step matched enter in a step planting groove with planting matrix, plantation three row in planting groove on plain stage of slope, climb up near two domatic row lianas, plantation spacing near domatic a line is 20cm, i.e. 5 strains/m, the plantation spacing of another row is 33cm, i.e. 3 strains/m; A line liana outside is toward sagging, and plantation spacing is 20cm, i.e. 5 strains/m; Planting two row lianas in planting groove bottom side slope, all adopt the mode climbed up, wherein the plantation spacing near domatic a line is 20cm, i.e. 5 strains/m, and the plantation spacing of another row is 33cm, i.e. 3 strains/m. Combining the above, liana adopts the planting patterns of " swashing sagging ";
The rock-bearing plant module that in d, the reinforced concrete mesh beam arranged in step (1), full paving is prefabricated.
Liana includes keynote and selects liana and collocation to select liana, and keynote selects liana to be Hedera nepalensis var.sinensis, Parthenocissus quinquefolia, C.radicans, Caulis wisteriae sinensis, speed paving Caulis Seu Folium Euonymi Fortunei, evergreen mucuna stem, Caulis fici pumilae (Fructus Fici Pumilae), trachelospermum jasminoide and ground Folium Eriobotryae.
Collocation selects liana to be Radix Polygoni Multiflori, bright No. 1 Flos Lonicerae of french gold, threeleaf akebia, vine and Fructus actinidiae chinensis.
In step c, described keynote selects liana and the quantitative proportion selecting liana of arranging in pairs or groups is 3:1, alternate mixed planting.
This Forest Park, QINGZHU lake, side slope system Changsha Kaifu District upgrading transformation is cut slope and is formed, slope project protection is main adopts anchor pole to add jetting cement, jetting cement surface configuration reinforced concrete mesh beam, the single landscape that this side slope hard protection is formed, jetting cement is easy to crack under climate change, hardships invasion and attack, poor durability. For improving slope landscape, improving the durability of domatic jetting cement, to cover lid layer vegetation be more satisfactory method domatic. This side slope surface jetting cement construction now complete, the side slope surface gross area is about 10000, and side slope is divided into 4��5 grades, every grade of slope height at 8��14 meters, total height about 45 meters. Slope vegetation restoration engineering is got the bid by my company in JIUYUE in 2013 on the 2nd, JIUYUE is marched into the arena construction on the 20th, side slope every grade platform arranges planting groove, wherein planting liana, be paved with prefabricated rock-bearing plant module in the middle of domatic grid beams, on January 23rd, 2014 completes, to on July 23rd, 2014, liana reaches 70% in domatic coverage rate, be completely layered on domatic on rock-bearing plant module grow fine, whole domatic covered by liana and rock-bearing plant module.
Above-mentioned slope vegetation restoration engineering comprises two parts content, and namely rock-bearing plant module is arranged and liana plantation:
1, rock-bearing plant module arrange cost be 70��80 yuan/.
2, liana plantation comprises 3 parts: special planting matrix, control root container seedling and planting groove are built.
Plantation groove width, height are all not less than 500mm, put with brick or with concrete placings, can determine according to field condition, put aside.
Considering by 3 grades of side slope, liana adopts the mode of " swashing sagging ", is arranging 1 row liana, be respectively provided with 2 row lianas on 1 grade, 2 grades platforms at the bottom of slope, amounts to 5 rows, and liana plantation spacing is 20cm; Being respectively provided with 1 planting groove at the bottom of slope and on 1 grade, 2 grades platforms, 3 planting grooves are set altogether. Situation according to completing engineering is estimated, special planting matrix and control root container seedling 2 part cost be 100��120 yuan/.
By above-mentioned analysis, for special geologic condition slope vegetation restoration engineering, the comprehensive complex method adopting completely paving rock-bearing plant greening module and plantation liana, total cost is 170��200 yuan/.
Embodiment 2
This example comprises the following steps:
(1) setting up engineering protection system: arrange anchor cable on side slope surface, the set-point longitudinal pitch of anchor cable is 2m, and horizontal spacing is 3m; Then laying bar-mat reinforcement on domatic, the length of bar-mat reinforcement grid is 200mm, and width is 300mm; Fill-before-fire concrete, the thickness of concrete is 150mm, then makes anchor pier on the surface of jetting cement;
(2) ecological protection system is set up:
In the engineering protection system that a, step (1) are set up, being 0.45m arranging wide at the bottom of slope and on plain stage of slope, height is 0.5m, and wall thickness is the planting groove of 12cm, and the spacing of described planting groove and planting groove is 8m; The planting matrix of plantation liana is put in planting groove;
B, different lianas is selected to carry out matched combined;
C, liana kind b step matched enter in a step planting groove with planting matrix, plantation three row in planting groove on plain stage of slope, climb up near two domatic row lianas, wherein the plantation spacing near domatic a line is 20cm, i.e. 5 strains/m, and the plantation spacing of another row is 33cm, i.e. 3 strains/m, a line liana outside is toward sagging, and plantation spacing is 20cm, i.e. 5 strains/m; Planting two row lianas in planting groove bottom side slope, all adopt the mode climbed up, wherein the plantation spacing near domatic a line is 20cm, i.e. 5 strains/m, and the plantation spacing of another row is 33cm, i.e. 3 strains/m. Combining the above, liana adopts the mode that " swashing sagging " plants.
The length of anchor cable is 20 meters, 30 meters or 40 meters.
Keynote selects liana to be Hedera nepalensis var.sinensis, Parthenocissus quinquefolia, speed paving Caulis Seu Folium Euonymi Fortunei, evergreen mucuna stem, Caulis fici pumilae (Fructus Fici Pumilae), trachelospermum jasminoide.
Collocation selects liana to be Radix Polygoni Multiflori, threeleaf akebia, vine, Fructus actinidiae chinensis.
This example side slope is divided into 3 grades, 1 grade, slope, 2 grades of slopes height be 8 meters, slope, 3 grades of slopes height is 6 meters, be provided with 2 grades of platforms, on November 26th, 2012 Practical Completion, on June 30th, 2013, the liana coverage rate on 1 grade, 2 grades slope is 70%, and 3 grades of slopes are all covered by liana.
Embodiment 3
The present embodiment comprises the following steps:
(1) set up engineering protection system: for slide strip, friction pile+retaining wall is set in bottom, landslide, belongs to side slope hard protection, friction pile is square, and sectional dimension is 2*3m, and pile center's spacing is 6 meters, retaining wall height is 5��8 meters, and length is 124 meters.
(2) ecological protection system is set up:
A, arranging wide for 1.0m bottom barricade, height is 0.45m, and thickness is the planting groove of 12cm; The planting matrix of plantation liana is put in planting groove;
B, different lianas is selected to carry out matched combined;
C, liana kind b step matched enter in a step planting groove with planting matrix, plant 2 row, and the plantation spacing near domatic a line is 20cm, i.e. 5 strains/m, and the plantation spacing of another row is 33cm, i.e. 3 strains/m is the liana climbed up.
Friction pile is provided with prestressed anchor, and the length of anchor pole is 15m.
Liana includes keynote and selects liana and collocation to select liana, and keynote selects liana to be Hedera nepalensis var.sinensis, Parthenocissus quinquefolia, C.radicans, Caulis wisteriae sinensis and speed paving Caulis Seu Folium Euonymi Fortunei;
Collocation selects liana to be Flos Lonicerae and threeleaf akebia.
In step c, keynote selects liana and the quantitative proportion selecting liana of arranging in pairs or groups is 10:3.
The long Hunan of this mortar flag stone vertical retaining wall pearl in Beijing multiple line is 8 mark at a high speed, barricade length 124 meters, high 5��8 meters, the gross area is 806, and revegetation construction completion date is 2012.1.23, the method adopting liana control root container seedling of planting bottom barricade, after 1 year three months, i.e. 2013.5.1, on barricade, liana coverage rate reaches 90%, and effect is fine.
Embodiment 4
Comprise the following steps:
(1) engineering protection system is set up: friction pile is set in bottom, landslide, the domatic laying bar-mat reinforcement between friction pile and friction pile, and on bar-mat reinforcement, spray the concrete that thickness is 150mm.
(2) ecological protection system is set up:
In the engineering protection system that a, step (1) are set up, it is 1.0m that friction pile exterior bottom arranges wide, and height is 0.5m, and wall thickness is the planting groove of 12cm, and the spacing of planting groove and planting groove is 8m; The planting matrix of plantation liana is put in planting groove;
B, different lianas is selected to carry out matched combined;
C, liana kind b step matched enter in a step planting groove with planting matrix, the liana that in the planting groove of friction pile exterior bottom, plantation 2 row climb up.
Friction pile is provided with prestress anchorage cable, and the length of anchor cable is 20 meters, 40 meters.
Keynote selects liana to be Hedera nepalensis var.sinensis, Parthenocissus quinquefolia, C.radicans, speed paving Caulis Seu Folium Euonymi Fortunei, evergreen mucuna stem.
Collocation selects liana to be french gold bright No. 1 Flos Lonicerae, threeleaf akebia, vine.
This example Slope height is 8 meters, and liana is planted in December in 2012 completion on the 24th, and on June 30th, 2013, domatic liana coverage rate was 70%.
Claims (9)
1. the method recovering rock slope and hard protection side slope vegetation, it is characterised in that comprise the following steps:
(1) setting up engineering protection system: on side slope surface, the set-point longitudinal pitch first arranging anchor pole or anchor cable, anchor pole or anchor cable is 2��3m, and horizontal spacing is 2��3m; Then laying bar-mat reinforcement on domatic, the length of bar-mat reinforcement grid is 200��300mm, and width is 200��300mm; Fill-before-fire concrete, the thickness of concrete is 80��150mm, and then at the surface configuration reinforced concrete mesh beam of jetting cement or anchor pier, the length of the grid of described reinforced concrete mesh beam is 2��3m, and width is 2��3m; For slide strip, friction pile or barricade are set in bottom, landslide or slip mass, the domatic laying bar-mat reinforcement between domatic or barricade and the barricade between friction pile and friction pile, and on bar-mat reinforcement, spray the concrete that thickness is 80��150mm;
(2) ecological protection system is set up:
In the engineering protection system that a, step (1) are set up, at the bottom of slope, on plain stage of slope, to arrange wide be 0.45��1.0m for friction pile exterior bottom or barricade exterior bottom, height is 0.45��0.5m, and wall thickness is the planting groove of 12cm, and the spacing of described planting groove and planting groove is 6��8m; The planting matrix of plantation liana is put in planting groove;
B, different lianas is selected to carry out matched combined;
C, liana kind b step matched enter in a step planting groove with planting matrix, plantation three row in planting groove on plain stage of slope, climb up near two domatic row lianas, wherein the plantation spacing near domatic a line is 20cm, i.e. 5 strains/m, the plantation spacing of another row is 33cm, i.e. 3 strains/m; A line liana outside is toward sagging, and plantation spacing is 20cm, i.e. 5 strains/m; Bottom side slope, the planting groove of friction pile exterior bottom, barricade exterior bottom plants two row lianas, all adopting the liana of the mode that climbs up, wherein the plantation spacing near domatic a line is 20cm, i.e. 5 strains/m, the plantation spacing of another row is 33cm, i.e. 3 strains/m; Then liana adopts the mode that " swashing sagging " plants.
2. the method for recovery side slope vegetation according to claim 1, it is characterised in that also include step d, completely spreads rock-bearing plant module in the reinforced concrete mesh beam arranged in step (1); When rock slope surface-stable, engineering protection system need not be set time, just directly on rock slope, lay prefabricated rock-bearing plant module.
3. the method for recovery side slope vegetation according to claim 1 and 2, it is characterised in that described barricade is retaining wall or armoured concrete slab.
4. the method for recovery side slope vegetation according to claim 1 and 2, it is characterised in that described friction pile is provided with prestress anchorage cable.
5. the method for recovery side slope vegetation according to claim 4, it is characterised in that the length of described anchor pole is 6��15 meters; The length of anchor cable is 20��70 meters.
6. the method for recovery side slope vegetation according to claim 1 and 2, it is characterized in that, described liana includes keynote and selects liana and collocation to select liana, and described keynote selects liana to include the liana liana of evergreen all the year round liana, the liana bloomed, the liana of fallen leaves, fast growth; The liana that liana includes the liana of health preserving, the liana of physical therapy, health care is selected in described collocation.
7. the method for recovery side slope vegetation according to claim 6, it is characterized in that, described keynote selects liana to be the one or more combination in Hedera nepalensis var.sinensis, Parthenocissus quinquefolia, C.radicans, Caulis wisteriae sinensis, speed paving Caulis Seu Folium Euonymi Fortunei, evergreen mucuna stem, Caulis fici pumilae (Fructus Fici Pumilae), trachelospermum jasminoide or ground Folium Eriobotryae.
8. the method for recovery side slope vegetation according to claim 6, it is characterised in that described collocation selects liana to be the one or more combination in Radix Polygoni Multiflori, Flos Lonicerae, threeleaf akebia, vine or Fructus actinidiae chinensis.
9. the method for recovery side slope vegetation according to claim 6, it is characterised in that in described step c, described keynote selects liana and the quantitative proportion selecting liana of arranging in pairs or groups is 3��4:1.
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| CN109403358A (en) * | 2018-11-12 | 2019-03-01 | 中国十七冶集团有限公司 | A kind of highway engineering friction pile outer surface greening method |
| CN109906854A (en) * | 2019-03-28 | 2019-06-21 | 湖北文理学院 | A kind of Ecological Slope plant society system suitable for green highway construction |
| CN112213265A (en) * | 2020-09-29 | 2021-01-12 | 水利部牧区水利科学研究所 | Vegetation covers monitoring system based on unmanned aerial vehicle remote sensing technology |
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Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN106088101A (en) * | 2016-06-22 | 2016-11-09 | 西安科技大学 | A kind of landslide-proofing ecological revetment earth embankment method |
| CN109258322A (en) * | 2018-08-20 | 2019-01-25 | 中国水利水电第十四工程局有限公司 | A kind of interim multiple green construction method of slope plant grass |
| CN109403358A (en) * | 2018-11-12 | 2019-03-01 | 中国十七冶集团有限公司 | A kind of highway engineering friction pile outer surface greening method |
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| CN112213265A (en) * | 2020-09-29 | 2021-01-12 | 水利部牧区水利科学研究所 | Vegetation covers monitoring system based on unmanned aerial vehicle remote sensing technology |
| CN112213265B (en) * | 2020-09-29 | 2023-10-10 | 水利部牧区水利科学研究所 | Vegetation coverage monitoring system based on unmanned aerial vehicle remote sensing technology |
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Application publication date: 20160601 |