CN102071697A - Hard reinforced concrete revetment slope biological repairing method - Google Patents

Hard reinforced concrete revetment slope biological repairing method Download PDF

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CN102071697A
CN102071697A CN 201110036671 CN201110036671A CN102071697A CN 102071697 A CN102071697 A CN 102071697A CN 201110036671 CN201110036671 CN 201110036671 CN 201110036671 A CN201110036671 A CN 201110036671A CN 102071697 A CN102071697 A CN 102071697A
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slope
concrete
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revetment
gravel
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CN102071697B (en
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王超
王沛芳
侯俊
钱进
耿楠
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Hohai University
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Abstract

本发明是一种硬质钢筋混凝土护岸斜坡生态修复方法,其特征在于将混凝土护岸打毛,隔设定距离构筑排水沟。在护岸和道路相交处道路一侧开挖集水槽,与排水沟相接处留开口,构筑不透水砼溢流埂。集水槽和排水沟内填充砾石。在护坡上用高密度聚乙烯条带焊接土工格室,土工格室内铺设砂砾料垫层,最后喷浇生态泥浆。优点:稳固而安全,雨水流到集水槽,并经碎石区、透水无砂砼、坡面垫层和植物根部等渗流到河流,使水质得到较大程度上的改善,当将降雨径流过大时,雨水从溢流埂溢出,经排水沟碎石,水质也会得到一定净化,而且起到保护坡面的作用。坡面喷浇的生态泥浆采用生态材料,既有一定抗冲刷强度,又可作为植被生长的基质,成本低廉,操作简单。

Figure 201110036671

The invention is an ecological restoration method for a hard reinforced concrete bank revetment slope, which is characterized in that the concrete bank revetment is roughened, and drainage ditches are constructed at set distances. Excavate the sump on the side of the road at the intersection of the revetment and the road, and leave an opening at the junction with the drainage ditch to build an impermeable concrete overflow ridge. Fill sumps and gutters with gravel. The geocell is welded with high-density polyethylene strips on the slope protection, and the sand and gravel cushion is laid in the geocell, and finally the ecological mud is sprayed. Advantages: stable and safe, rainwater flows into the sump, and seeps into the river through the gravel area, permeable sand-free concrete, slope cushion and plant roots, etc., so that the water quality is greatly improved. When the rainfall runoff flows through When it is heavy, the rainwater overflows from the overflow ridge, passes through the gravel in the drainage ditch, and the water quality will be purified to a certain extent, and it will also protect the slope. The ecological mud sprayed on the slope is made of ecological materials, which not only has a certain anti-scouring strength, but also can be used as a substrate for vegetation growth, with low cost and simple operation.

Figure 201110036671

Description

硬质钢筋混凝土护岸斜坡生态修复方法 Ecological Restoration Method of Hard Reinforced Concrete Revetment Slope

技术领域technical field

本发明涉及的是一种混凝土护岸斜坡生态修复方法,属于河流生态护岸和河流水质净化领域。The invention relates to an ecological restoration method for concrete revetment slopes, belonging to the fields of river ecological revetment and river water quality purification.

背景技术Background technique

传统的河道整治工程中,多采用浆砌或干砌块石、现浇或预制砼等刚性材料护坡,这类护坡形式,可以很好地保护河道边坡,实现河道的行洪、排涝以及水土保持等功效,且具有稳定性好、节省土地、施工机械化程度高等优点。但是,随着社会经济的发展,人们的生态观念也越来越强,逐渐意识到这类护坡形式会对生态系统带来不良影响,而且硬质边坡加快了雨水径流和污染物质直接入河。为了尽量保持河道的自然特征,恢复河道生态系统,国内外工程技术人员已经研发了多种生态护岸技术,并提出了一些可以恢复河岸植物生长的生态护岸结构形式。In traditional river improvement projects, rigid materials such as mortar or dry block stones, cast-in-place or prefabricated concrete are often used for slope protection. This type of slope protection can well protect the river slope and realize the flood discharge, drainage and water and soil protection of the river. It has the advantages of good stability, land saving, and high degree of construction mechanization. However, with the development of social economy, people's ecological concept is getting stronger and stronger, and they gradually realize that this type of slope protection will have a negative impact on the ecosystem, and the hard slope accelerates the runoff of rainwater and the direct flow of pollutants into the river. . In order to maintain the natural characteristics of the river as much as possible and restore the river ecosystem, engineers and technicians at home and abroad have developed a variety of ecological revetment technologies, and proposed some ecological revetment structures that can restore the growth of riverbank plants.

在河道岸坡生态修复方面多采用混凝土种植框架、土工材料复合种植基、铁丝网与碎石复合基、土工材料固土种植基、植被型生态砼、水泥生态种植基以及土壤固化剂等对河道岸坡进行生态修复,对稳定岸坡结构有较好的效果,使坡岸景观得到一定改善,对小流量的降雨径流面源污染具有一定的截留净化效果。但以上生态材料普遍存在耐久性和复种性较差的问题,而且降雨径流流经坡面的时间较短,污染物质无法有效去除,当降雨径流流量较大时,截留净化效果更有限。In terms of ecological restoration of river bank slopes, concrete planting frames, geotechnical material composite planting bases, barbed wire and gravel composite bases, geotechnical material soil-fixing planting bases, vegetation-type ecological concrete, cement ecological planting bases, and soil curing agents are often used for river bank restoration. The ecological restoration of the slope has a good effect on stabilizing the bank slope structure, improving the slope bank landscape to a certain extent, and has a certain effect of intercepting and purifying the non-point source pollution of rainfall runoff with small flows. However, the above ecological materials generally have problems of poor durability and replantability, and the time for rainfall runoff to flow through the slope is short, so pollutants cannot be effectively removed. When the rainfall runoff flow is large, the interception and purification effect is more limited.

发明内容Contents of the invention

本发明提出的是一种混凝土护岸斜坡生态修复方法,其目的旨在克服上述硬质斜坡生态修复技术的缺点,具有良好的景观效果与净化效果。The present invention proposes an ecological restoration method for concrete bank revetment slopes, which aims to overcome the shortcomings of the above-mentioned ecological restoration technology for hard slopes, and has good landscape effects and purification effects.

本发明的技术方案:其特征是(1)施工时,1)将混凝土护岸坡面打毛,筑小槽沟;2)在打毛的护坡上布置土工格室,在土工格室内铺设80mm厚的坡面格室砂砾料垫层,3)喷浇生态泥浆,厚120mm。(2)在道路与岸坡交界处的道路一侧设置矩形无砂砼集水槽,槽底铺设直径Φ20~50碎石垫层。(3)在混凝土护岸斜坡上每隔一定距离设置与集水槽相垂直的透水无砂砼排水沟,排水沟两侧由透水无砂砼埂构成。(3)矩形无砂砼集水槽与透水无砂排水沟之间设置不透水无砂砼溢流埂,集水槽和排水沟中填充Φ100~200砾石。The technical scheme of the present invention: it is characterized in that (1) during construction, 1) roughen the slope of the concrete revetment, and build small grooves; 2) arrange geocells on the roughened slope, and lay 80mm thick 3) Spray ecological mud with a thickness of 120mm. (2) Set up a rectangular sandless concrete sump on the side of the road at the junction of the road and the bank slope, and lay a gravel cushion with a diameter of Φ20-50 at the bottom of the tank. (3) Set permeable sand-free concrete drainage ditches perpendicular to the sump every certain distance on the concrete revetment slope, and the two sides of the drainage ditch are composed of permeable sand-free concrete ridges. (3) Set an impermeable sand-free concrete overflow ridge between the rectangular sand-free concrete sump and the permeable sand-free drainage ditch, and fill the sump and drainage ditch with Φ100-200 gravel.

本发明的效果和益处是:Effect and benefit of the present invention are:

(1)本方法采用“土工格室+砂砾料垫层+生态泥浆”结构,稳固而安全,可在坡面植被生长出来前,有效地固定生态泥浆,防止沿硬质坡面塌滑。(1) This method adopts the structure of "geocell + gravel material cushion + ecological mud", which is stable and safe, and can effectively fix the ecological mud before the vegetation grows on the slope surface to prevent landslides along the hard slope.

(2)本方法使混凝土护岸斜坡恢复绿色植被,美化了河流岸坡环境,形成优美绿色水岸景观,为鸟类、两栖类等生物提供了丰富的食源和良好的栖息环境,完善了河流生态系统,而且植被生长起来后其根系对河岸起到加固作用。(2) This method restores green vegetation to the concrete revetment slope, beautifies the river bank slope environment, forms a beautiful green waterfront landscape, provides rich food sources and a good habitat for birds, amphibians and other organisms, and improves the quality of the river. Ecosystem, and the root system of the vegetation will strengthen the river bank after it grows up.

(3)本方法对降雨径流面源污染有较好的截留净化效果。当地表径流较小时,雨水流到集水槽,并经碎石区、透水无砂砼、坡面滤料和植物根部等渗流到河流,而不透水溢流埂不溢流,使水质得到较大程度上的改善。当地表径流较大时,集水槽水体经不透水溢流埂溢流到坡面排水沟,快速渗到河流,水质也会得到一定程度的改善。(3) This method has a better interception and purification effect on rainfall runoff non-point source pollution. When the surface runoff is small, the rainwater flows into the sump, and seeps into the river through the gravel area, permeable sand-free concrete, slope filter material and plant roots, etc., and the impermeable overflow ridge does not overflow, so that the water quality is improved. degree of improvement. When the surface runoff is large, the water body of the sump overflows to the slope drainage ditch through the impermeable overflow ridge, and quickly infiltrates into the river, and the water quality will also be improved to a certain extent.

(4)本方法中使用的生态泥浆采用生态材料,既有一定抗冲刷强度,又可以作为植被生长的基质,突破传统生态材料的高碱度、不耐用等的局限,使用时直接喷浇于土工格室内,成本低廉,操作简单。(4) The ecological mud used in this method adopts ecological materials, which not only has a certain anti-scouring strength, but also can be used as a substrate for vegetation growth, breaking through the limitations of high alkalinity and non-durability of traditional ecological materials. Indoor geogrid, low cost, simple operation.

附图说明Description of drawings

附图1是混凝土护岸斜坡生态修复方法平面示意图。Accompanying drawing 1 is the schematic plan view of the ecological restoration method of concrete revetment slope.

附图2是图1中的A-A剖面图。Accompanying drawing 2 is A-A sectional view among Fig. 1.

附图3是图1中的B-B剖面图。Accompanying drawing 3 is B-B sectional view among Fig. 1.

附图4是透水无砂砼集水槽剖面图。Accompanying drawing 4 is the sectional view of the water-permeable sand-free concrete sump.

图中1是混凝土护坡,2是排水沟,3是道路,4是透水无砂砼集水槽,5是碎石垫层,6是不透水砼溢流埂,7是集水槽溢流口,8是Φ100~200碎石,9是透水无砂砼埂,10是高密度聚乙烯条带,11是土工格室,12是坡面格室砂砾料垫层,13是生态泥浆,14是植物。In the figure, 1 is concrete slope protection, 2 is drainage ditch, 3 is road, 4 is permeable sand-free concrete sump, 5 is gravel cushion, 6 is impermeable concrete overflow ridge, 7 is overflow of sump, 8 100-200 gravel, 9 is permeable sand-free concrete ridge, 10 is high-density polyethylene strip, 11 is geocell, 12 is gravel material cushion of slope cell, 13 is ecological mud, and 14 is plant.

具体实施方式Detailed ways

对照附图1,混凝土护岸斜坡生态修复方法,在道路与岸坡交界处的道路一侧设置矩形无砂砼集水槽4,槽底铺设直径Φ20~50碎石垫层5。在混凝土护岸1斜坡上每隔一定距离设置与集水槽4相垂直的透水无砂砼排水沟2,排水沟2两侧由透水无砂砼埂9构成。矩形无砂砼集水槽4与透水无砂排水沟2之间设置不透水无砂砼溢流埂6,集水槽4和排水沟2中填充Φ100~200砾石。施工时,将混凝土护岸1坡面打毛,筑小槽沟;在打毛的护坡上布置土工格室11,在土工格室11内铺设80mm厚的坡面格室砂砾料垫层12,最后喷浇生态泥浆13,厚120mm。Referring to accompanying drawing 1, the method for ecological restoration of concrete revetment slope, a rectangular sandless concrete sump 4 is set on the side of the road at the junction of the road and the bank slope, and a gravel cushion 5 with a diameter of Φ20-50 is laid on the bottom of the tank. Permeable sand-free concrete drainage ditches 2 perpendicular to the sump 4 are arranged at regular intervals on the slope of the concrete revetment 1, and both sides of the drainage ditch 2 are formed of permeable sand-free concrete ridges 9. An impermeable sand-free concrete overflow ridge 6 is set between the rectangular sand-free concrete sump 4 and the permeable sand-free drainage ditch 2, and the sump 4 and the drainage ditch 2 are filled with Φ100-200 gravel. During construction, roughen the slope of the concrete revetment 1, and build a small groove; arrange a geocell 11 on the roughened slope, and lay an 80mm thick slope cell sand and gravel cushion 12 in the geocell 11, and finally Spray ecological mud 13, thick 120mm.

土工格室11是由强化的高密度聚乙烯条带10每隔设定间距以强力焊接而形成的网状格室结构。本发明典型的高密度聚乙烯条带10厚2mm、宽200mm,每隔300mm进行焊接,在高密度聚乙烯条带10上每间隔50mm打直径为10mm的透水孔。生态泥浆13是由土壤、秸秆粉、牛粪、草种、水泥等按一定比例(10∶8∶5∶1∶3)混合制成。The geocell 11 is a mesh cell structure formed by strong welding of reinforced high-density polyethylene strips 10 at set intervals. The typical high-density polyethylene strip 10 of the present invention has a thickness of 2mm and a width of 200mm, and is welded every 300mm. On the high-density polyethylene strip 10, permeable holes with a diameter of 10mm are drilled at intervals of 50mm. The ecological mud 13 is made by mixing soil, straw powder, cow dung, grass seeds, cement, etc. in a certain ratio (10:8:5:1:3).

施工期应选择在河流枯水位时期。常水位以上坡面的生态泥浆13中的草种选择根系发达,对污染物有较强吸收能力的多年生草本植物,如狗牙根、高羊茅、结缕草等;常水位以下坡面的生态泥浆13中的草种选择对污染物有较强吸收能力的水生植物,如苦草、黑藻、金鱼藻等。The construction period should be selected during the low water level period of the river. The grass species in the ecological mud 13 on the slope above the normal water level selects perennial herbaceous plants with well-developed root system and strong absorption capacity for pollutants, such as bermudagrass, tall fescue, zoysia, etc.; the ecological mud on the slope below the normal water level The grass species in the mud 13 is selected to have aquatic plants with strong absorption capacity for pollutants, such as bitter grass, black algae, hornwort and the like.

利用本发明技术修复后的坡面不仅恢复了绿色植物,改善了河岸的生态环境,为鸟类、两栖类等生物提供了丰富的食源和良好的栖息环境,完善了河流生态系统,而且系统中的碎石、生态泥浆、植物根系周围容易聚生微生物形成生物膜,通过物理吸附过滤、植物吸收、微生物降解等途径可以有效截留净化降雨径流面源污染。当降雨形成地表径流较小时,雨水流到集水槽,并经碎石区、透水无砂砼、坡面垫层和植物根部等渗流到河流,而不透水溢流埂不溢流,通过截留、吸附、植物吸收与微生物降解等物理化学和生物作用净化面源污染物,从而使水质得到较大程度上的改善。当地表径流较大时,集水槽水体经不透水溢流埂溢流到坡面排水沟,快速渗到河流,通过排水沟中的碎石截留与微生物降解等作用,水质也会得到一定程度的改善,而且起到保护坡面植物的作用。The slope surface repaired by the technology of the present invention not only restores green plants, improves the ecological environment of the river bank, provides abundant food sources and a good habitat for creatures such as birds and amphibians, and improves the river ecological system, but also improves the ecological environment of the river bank. Gravel, ecological mud, and plant roots are prone to gather microorganisms to form biofilms. Through physical adsorption filtration, plant absorption, and microbial degradation, etc., it can effectively intercept and purify rainfall runoff non-point source pollution. When the surface runoff caused by rainfall is small, the rainwater flows to the sump, and seeps into the river through the gravel area, permeable sand-free concrete, slope cushion and plant roots, etc., and the impermeable overflow ridge does not overflow. Physicochemical and biological actions such as adsorption, plant absorption and microbial degradation purify non-point source pollutants, thereby improving water quality to a large extent. When the surface runoff is large, the water body of the sump overflows to the slope drainage ditch through the impermeable overflow ridge, and quickly seeps into the river. Through the interception of gravel in the drainage ditch and microbial degradation, the water quality will also be improved to a certain extent. Improve, and play a role in protecting slope plants.

Claims (6)

1.硬质钢筋混凝土护岸斜坡生态修复方法,其特征是(1)施工时,1)将混凝土护岸坡面打毛,筑小槽沟;2)在打毛的护坡上布置土工格室,在土工格室内铺设80mm厚的坡面格室砂砾料垫层,3)喷浇生态泥浆,厚120mm;(2)在道路与岸坡交界处的道路一侧设置矩形无砂砼集水槽,槽底铺设直径Φ20~50碎石垫层;(3)在混凝土护岸斜坡上每隔一定距离设置与集水槽相垂直的透水无砂砼排水沟,排水沟两侧由透水无砂砼埂构成;(3)矩形无砂砼集水槽与透水无砂排水沟之间设置不透水无砂砼溢流埂,集水槽和排水沟中填充Φ100~200砾石。1. The ecological restoration method of hard reinforced concrete revetment slope is characterized in that (1) during construction, 1) the concrete revetment slope surface is roughened, and small grooves are built; 2) geocells are arranged on the roughened revetment slope, and Lay 80mm thick slope cell gravel material cushion in the geocell, 3) spray ecological mud, 120mm thick; Lay a gravel cushion with a diameter of Φ20-50; (3) Set permeable sand-free concrete drainage ditches perpendicular to the sump every certain distance on the concrete revetment slope, and the two sides of the drainage ditch are composed of permeable sand-free concrete ridges; (3) ) An impermeable sand-free concrete overflow ridge is set between the rectangular sand-free concrete sump and the permeable sand-free drainage ditch, and the sump and drainage ditch are filled with Φ100-200 gravel. 2.根据权利要求1所述的硬质钢筋混凝土护岸斜坡生态修复方法,其特征是在混凝土斜坡上采用机械手段打毛光滑表面,并布置土工格室。土工格室是由强化的高密度聚乙烯条带每隔设定间距以强力焊接而形成的网状格室结构,高密度聚乙烯条带厚2mm、宽200mm,每隔300mm进行焊接,在高密度聚乙烯条带上每间隔50mm打直径为10mm的透水孔。2. The method for ecological restoration of hard reinforced concrete bank revetment slope according to claim 1, characterized in that the smooth surface is smoothed by mechanical means on the concrete slope, and geocells are arranged. The geocell is a mesh cell structure formed by reinforced high-density polyethylene strips that are welded at set intervals. The high-density polyethylene strips are 2mm thick and 200mm wide, and are welded every 300mm. Permeable holes with a diameter of 10mm are drilled at intervals of 50mm on the density polyethylene strip. 3.根据权利要求1所述的混凝土护岸斜坡生态修复方法,其特征是生态泥浆是由土壤、秸秆粉、牛粪、草种、水泥按10∶8∶5∶1∶3比例混合制成。3. The ecological restoration method for concrete revetment slopes according to claim 1, wherein the ecological mud is made by mixing soil, straw powder, cow dung, grass seeds, and cement in a ratio of 10:8:5:1:3. 4.根据权利要求1所述的硬质钢筋混凝土护岸斜坡生态修复方法,其特征是施工期应选择在河流枯水位时期,常水位以上坡面的生态泥浆中的草种选择根系发达,对污染物有较强吸收能力的多年生草本植物狗牙根、高羊茅、结缕草;常水位以下坡面的生态泥浆中的草种选择对污染物有较强吸收能力的苦草、黑藻、金鱼藻水生植物。4. the method for ecological restoration of hard reinforced concrete bank revetment slopes according to claim 1 is characterized in that the construction period should be selected in the low water level period of the river, and the grass species in the ecological mud on the slope above the normal water level is selected with well-developed root system, which has a strong impact on pollution. Perennial herb bermudagrass, tall fescue, and zoysia with strong absorption capacity for pollutants; the grass species in the ecological mud on the slope below the normal water level choose bitter grass, black algae, and goldfish with strong absorption capacity for pollutants Algae aquatic plants. 5.根据权利要求1所述的硬质钢筋混凝土护岸斜坡生态修复方法,其特征是岸坡底处的透水无砂砼埂下与钢筋砼护坡相接,表面与土工格室表面相齐平。5. The method for ecological restoration of a hard reinforced concrete revetment slope according to claim 1, characterized in that the permeable sand-free concrete ridge at the bottom of the bank connects with the reinforced concrete revetment, and the surface is flush with the surface of the geocell. 6.根据权利要求1所述的硬质钢筋混凝土护岸斜坡生态修复方法,其特征是地表径流量较小时,集水槽汇集地表径流,并经无砂砼槽壁渗透进入坡面的土工格室,水体经土工格构滤料和生态泥浆的植物等进一步净化,水质得到改善;当地表径流量较大时,集水槽汇集的水量大,难以渗透的水体由不透水溢流埂溢流到坡面排水沟,并沿沟下泄到河流,此部分水体经排水沟砾石过滤,水质也会得到改善。6. The method for ecological restoration of hard reinforced concrete revetment slope according to claim 1, characterized in that when the surface runoff is small, the sump collects the surface runoff, and penetrates into the geocell of the slope through the sandless concrete groove wall, The water body is further purified by geotechnical lattice filter material and ecological mud plants, etc., and the water quality is improved; when the local surface runoff is large, the amount of water collected in the sump is large, and the impermeable water overflows from the impermeable overflow ridge to the slope Drainage ditch, and discharge to the river along the ditch, this part of the water body will be filtered by the gravel of the drainage ditch, and the water quality will also be improved.
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Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20020032271A (en) * 2001-01-15 2002-05-03 주식회사 우일 이알에스 Multifunctional guard structure for using in the slope of the bank
CN1936190A (en) * 2006-10-13 2007-03-28 河海大学 Impurifying ecological bank-protection combined system
CN101078205A (en) * 2007-07-20 2007-11-28 北京市水利科学研究所 Reservoir bank ecological protection system
CN201071511Y (en) * 2007-06-11 2008-06-11 杜应峰 High-strength soldering stretching earth work grille
CN201314039Y (en) * 2008-12-15 2009-09-23 中交上海航道勘察设计研究院有限公司 Ecological recovering type bank protection structure in riverway beaches

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20020032271A (en) * 2001-01-15 2002-05-03 주식회사 우일 이알에스 Multifunctional guard structure for using in the slope of the bank
CN1936190A (en) * 2006-10-13 2007-03-28 河海大学 Impurifying ecological bank-protection combined system
CN201071511Y (en) * 2007-06-11 2008-06-11 杜应峰 High-strength soldering stretching earth work grille
CN101078205A (en) * 2007-07-20 2007-11-28 北京市水利科学研究所 Reservoir bank ecological protection system
CN201314039Y (en) * 2008-12-15 2009-09-23 中交上海航道勘察设计研究院有限公司 Ecological recovering type bank protection structure in riverway beaches

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CN114000517A (en) * 2021-11-04 2022-02-01 湘潭大学 Special dirt road cut slope ecological protection structure and construction method thereof
CN114000517B (en) * 2021-11-04 2022-05-17 湘潭大学 A kind of special soil road cutting side slope ecological protection structure and its construction method
CN114753302A (en) * 2022-04-19 2022-07-15 华北水利水电大学 Water conservancy ecological riverbed structure capable of improving purification efficiency
CN114753302B (en) * 2022-04-19 2024-01-05 华北水利水电大学 Can improve water conservancy ecological riverbed structure of purification efficiency
CN115538476A (en) * 2022-09-30 2022-12-30 攀钢集团矿业有限公司 A long-distance slope tape corridor and its laying method
CN116290020A (en) * 2023-03-21 2023-06-23 重庆交通大学 A three-dimensional network slope protection structure of geocell and its construction method
CN116988422A (en) * 2023-07-05 2023-11-03 中国市政工程西北设计研究院有限公司 River concrete slope type revetment ecological reconstruction structure and construction method thereof
CN116856437A (en) * 2023-07-25 2023-10-10 中国电建集团重庆工程有限公司 Mountain ecological restoration treatment method

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