US20170138012A1 - Method for slope improvement - Google Patents

Method for slope improvement Download PDF

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Publication number
US20170138012A1
US20170138012A1 US15/323,917 US201515323917A US2017138012A1 US 20170138012 A1 US20170138012 A1 US 20170138012A1 US 201515323917 A US201515323917 A US 201515323917A US 2017138012 A1 US2017138012 A1 US 2017138012A1
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US
United States
Prior art keywords
layer
protective layer
slope face
lifespan
resin
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.)
Abandoned
Application number
US15/323,917
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English (en)
Inventor
Kazuyuki Horie
Katsuhiro HIGASHI
Takeyasu MASUDA
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Dyflex Corp
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Dyflex Corp
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Filing date
Publication date
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Assigned to DYFLEX CORPORATION reassignment DYFLEX CORPORATION ASSIGNMENT OF ASSIGNORS INTEREST (SEE DOCUMENT FOR DETAILS). Assignors: HIGASHI, KATSUHIRO, HORIE, KAZUYUKI, MASUDA, Takeyasu
Publication of US20170138012A1 publication Critical patent/US20170138012A1/en
Abandoned legal-status Critical Current

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    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D17/00—Excavations; Bordering of excavations; Making embankments
    • E02D17/20—Securing of slopes or inclines
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2300/00—Materials
    • E02D2300/0004—Synthetics
    • E02D2300/0018—Cement used as binder
    • E02D2300/002—Concrete
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2300/00—Materials
    • E02D2300/0004—Synthetics
    • E02D2300/0018—Cement used as binder
    • E02D2300/0021—Mortar
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2300/00—Materials
    • E02D2300/007—Resins including glasfibers
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2600/00—Miscellaneous
    • E02D2600/40—Miscellaneous comprising stabilising elements

Definitions

  • the present invention relates to a method for slope face improvement, which prevents penetration of rainwater and the like from cracks that form in a protective layer comprising mortar or concrete sprayed onto a slope face, restricts degradation such as salt damage or neutralization of the protective layer, and also prevents detachment of the protective layer.
  • Mortar or concrete (also referred to below as “mortar etc.”) is sprayed onto cliff faces and slope faces which have degraded due to weathering and the like, in order to protect the cliff face or the slope face and to prevent instability of the faces, and a protective layer comprising mortar or concrete is provided on said faces (e.g., see Patent Document 1).
  • cliff face or slope face instability which may be cited include slides caused by erosion, surface-layer crumbling, and collapse.
  • a protective layer comprising mortar etc. is provided in order to prevent this kind of instability from occurring.
  • the construction method involving providing this kind of protective layer is one of the methods most often used because not only does it provide a strong blocking effect with respect to weather, temperature changes and seepage water, it also has excellent properties in terms of construction
  • Japan has a large number of cliff faces and slope faces, and in recent years there have not only been collapses of slope faces and oblique faces as a result of frequent intensive rainfall and natural disasters, there has also been loss of human life.
  • the collapse of slope faces etc. impedes rescuing people and disaster relief.
  • One cause of the collapse of slope faces etc. that may be cited is due to the fact that rainwater etc. penetrates into cracks formed as a result of degradation over time of the protective layer comprising mortar etc. sprayed onto said slope faces etc., and the rainwater erodes the rear surface of the protective layer. As a result, cavities are formed between the foundation and the protective layer, and this may lead to crumbling of the protective layer.
  • Examples of the causes of degradation of the protective layer comprising mortar etc. which may be cited include: (1) penetration of rainwater from cracks produced by degradation over time; (2) frost damage; and (3) chemical erosion (salt damage (calcium chloride) and neutralization (carbon dioxide) etc.).
  • Frost damage to the protective layer is a phenomenon in which free water in the protective layer comprising mortar etc. and moisture in the aggregate which has high water absorption are repeatedly subjected to a freezing and thawing action, whereby cracks are formed in the protective layer, the surface layer portion of the protective layer peels, and breakage occurs from the area close to the surface, causing gradual degradation.
  • Salt damage in the protective layer constitutes the following phenomenon.
  • snow-melting agents such as calcium chloride are scattered on road surfaces in mountainous regions in order to prevent freezing of roads due to snow.
  • the snow-melting agent is dispersed and may adhere to the protective layer formed on a cliff face or a slope face.
  • steel material in the protective layer corrodes and cracks form from inside the protective layer due to volume expansion, so the mortar etc. becomes detached.
  • the mortar etc. is likely to degrade in this way because of the snow-melting agents, and therefore the protective layer has a short lifespan in mountainous regions and the mortar etc. has to be frequently sprayed, which increases the cost entailed in stabilizing cliff faces and slope faces.
  • Neutralization of the protective layer is a phenomenon in which carbon dioxide (CO 2 ) in the atmosphere penetrates into the mortar etc., causing a carbonation reaction which reduces the pH of the mortar etc. which is essentially alkaline.
  • CO 2 carbon dioxide
  • the steel material present within the protective layer this damages the passivation film.
  • the steel material corrodes and cracks are formed in the protective layer due to volume expansion of the corroded material formed, and the protective layer becomes detached.
  • the present invention has been devised in light of the situation described above, and the aim thereof lies in providing a method for slope face improvement which prevents penetration of rainwater and the like from cracks that form in a protective layer comprising mortar or concrete sprayed onto a slope face, restricts degradation such as salt damage or neutralization of the protective layer, and also prevents detachment of the protective layer caused by the degradation.
  • a method for slope face improvement according to one mode of the present invention is a method in which a lifespan-extending layer is layered on a surface of a protective layer comprising mortar or concrete sprayed on a slope face, whereby penetration of rainwater etc. from cracks that form in the protective layer is prevented, degradation of the protective layer is restricted, and detachment of mortar pieces or concrete pieces from the protective layer is prevented, said method being characterized in that a coating layer having crack-following properties of 0.8 mm or greater, salt-blocking properties and neutralization-preventing properties is formed as the lifespan-extending layer.
  • the coating layer preferably comprises a polymer compound.
  • a primer layer is preferably formed between the protective layer and the lifespan-extending layer.
  • a topcoat layer is preferably formed on the lifespan-extending layer.
  • the polymer compound is preferably at least one selected from the group consisting of: polyurethane resin, polyurea resin, epoxy resin and acrylic resin.
  • a coating layer having crack-following properties of 0.8 mm or greater, salt-blocking properties and neutralization-preventing properties is formed as a lifespan-extending layer on the surface of a protective layer comprising mortar or concrete sprayed on a slope face, and as a result, it is possible to prevent penetration of rainwater and the like from cracks that form in the protective layer, restrict degradation such as salt damage or neutralization of the protective layer, and also prevent detachment of the protective layer caused by the degradation; it is thus possible to envision a longer lifespan for the protective layer.
  • FIG. 1 is a schematic diagram illustrating the method for slope face improvement according to a mode of embodiment, and shows a cross section parallel to the height direction of terrain having a cliff face or a slope face;
  • FIG. 2 is a schematic diagram illustrating the method for slope face improvement according to a mode of embodiment, shows a cross section parallel to the height direction of terrain having a cliff face or a slope face, and is an enlargement of part of FIG. 1 ;
  • FIG. 3 is a front view illustrating an example of the method for slope face improvement according to a mode of embodiment, in which visual guidance serving as a safety measure is provided by a topcoat layer.
  • FIG. 1 is a schematic diagram illustrating the method for slope face improvement according to this mode of embodiment, and shows a cross section parallel to the height direction of terrain having a slope face.
  • FIG. 2 is a schematic diagram illustrating the method for slope face improvement according to this mode of embodiment, shows a cross section parallel to the height direction of terrain having a slope face, and is an enlargement of part of FIG. 1 .
  • the reference symbol 1 denotes a foundation
  • 1 a denotes a slope face (cliff face)
  • 2 denotes a protective layer comprising mortar or concrete
  • 3 denotes a lifespan-extending layer
  • 4 denotes a primer layer
  • 5 denotes a topcoat layer. It should be noted that the primer layer 4 and the topcoat layer 5 may be used as required.
  • the method for slope face improvement is a method in which the lifespan-extending layer 3 is layered on a surface 2 a of the protective layer 2 comprising mortar etc. sprayed on the slope face 1 a of the foundation 1 , whereby penetration of rainwater etc. from cracks that form in the protective layer 2 is prevented, degradation of the protective layer 2 is restricted, and detachment of mortar pieces or concrete pieces from the protective layer 2 is prevented, a coating layer having crack-following properties of 0.8 mm or greater, salt-blocking properties and neutralization-preventing properties being formed as the lifespan-extending layer 3 .
  • the lifespan-extending layer 3 sustains and reinforces the protective layer 2 and thereby extends the lifespan (useful life) thereof (prolongs the life thereof).
  • the protective layer 2 is a layer comprising conventional mortar or concrete which is sprayed in order to protect the slope face 1 a of the foundation 1 and to prevent the slope face 1 a from become unstable.
  • slope face 1 a may equally be a cliff face when the foundation 1 is a cliff.
  • the coating layer forming the lifespan-extending layer 3 has crack-following properties of 0.8 mm or greater, as defined in Structure Construction Management (July 2015 edition, 3-6: Concrete, 3-6-2: Surface Protection Requirement Performance, Nippon Expressway Research Institute Company Limited), and preferably 5 mm or greater, more preferably between 1 mm and 10 mm.
  • the crack-following properties have a value of less than 0.8 mm, the crack-following properties of the coating layer with respect to changes caused by degradation over time of the protective layer 2 comprising mortar etc. are inadequate, and it is not possible to obtain an adequate effect in terms of the lifespan of the protective layer 2 afforded by the lifespan-extending layer 3 .
  • the coating layer forming the lifespan-extending layer has salt-blocking properties of no greater than 3.7 ⁇ 10 ⁇ 5 mg/cm 2 ⁇ day, as defined in the “Quality Standard Test Method JHS 417-1999 for Concrete Coating Materials” of Structure Construction Management of the Japan Highway Public Corporation, and the coating layer has excellent salt-blocking properties if the defined value satisfies no greater than 5.0 ⁇ 10 ⁇ 3 mg/cm 2 ⁇ day. That is to say, the coating layer which is a reinforcing layer 3 has a considerable effect in terms of blocking salts such as calcium chloride used as a snow-melting agent, and can prevent corrosion of the protective layer 2 caused by said salts.
  • the coating layer forming the lifespan-extending layer 3 is such that the neutralization-preventing properties defined in Structure Construction Management (July 2015 edition, 3-6: Concrete, 3-6-2: Surface Protection Requirement Performance, Nippon Expressway Research Institute Company Limited), are 1 mm or less in terms of neutralization depth.
  • the thickness of the lifespan-extending layer 3 is preferably 1 mm to 2 mm.
  • the thickness of the lifespan-extending layer 3 is within this range, it is possible to achieve salt-blocking properties in the lifespan-extending layer 3 of no greater than 3.7 ⁇ 10 ⁇ 5 mg/cm 2 ⁇ day.
  • the coating layer forming the lifespan-extending layer 3 preferably comprises a polymer compound able to satisfy the abovementioned crack-following properties, salt-blocking properties and neutralization-preventing properties.
  • the polymer compound is preferably at least one selected from the group consisting of: acrylic resin, epoxy resin, polyester resin, polyurethane resin, polyurea resin, acrylic urethane resin, asphalt urethane resin and asphalt.
  • These polymer compounds may be used alone or two or more types may be mixed for use.
  • a preferred polymer material which may be used is an ultra-fast-curing polyurethane resin or polyurea resin etc. which constitutes a material that cures rapidly, in order to shorten construction time and lift lane restrictions on a road caused by one-way traffic.
  • the lifespan-extending layer 3 is constructed over a large surface area with respect to the slope face 1 a of the foundation 1 , and therefore it is necessary to form the lifespan-extending layer 3 efficiently.
  • the curing time after spraying of mortar etc. is between 4 and 28 days, so it is difficult to shorten the construction time.
  • ultra-fast-curing polyurethane resin or polyurea resin has a curing time after coating of 1 day, and therefore it is possible to shorten the construction time. It is therefore possible to efficiently construct the lifespan-extending layer 3 on the slope face 1 a of the foundation 1 by using an ultra-fast-curing polyurethane resin or polyurea resin.
  • a coating composition comprising a polymer compound that forms the coating layer is applied to the surface 2 a of the protective layer 2 or to the surface 4 a of the primer layer 4 by means of a two-liquid impact agitation/mixing-type spray gun or a static mixer-type spray gun.
  • the coating film may be formed by supplying to the spray gun a curable mixture obtained by mixing an isocyanate component and a polyol component, and applying this to the surface 2 a of the protective layer or the surface 4 a of the primer layer 4 , or the isocyanate component and the polyol component may be separately supplied to the spray gun, and a mixture obtained by mixing of said components inside the spray gun may be applied to the surface 2 a of the protective layer 2 or to the surface 4 a of the primer layer 4 in order to form the coating layer.
  • the primer layer 4 preferably has affinity with the lifespan-extending layer 3 and the protective layer 2 comprising mortar etc., and there may also be cases in which the surface 2 a of the protective layer 2 is whetted, so said primer layer is preferably able to bond to a wet surface.
  • Specific examples of primers forming the primer layer 4 which may be advantageously used include primers comprising epoxy resin or urethane resin which cures at normal temperature, and these primers may be single-liquid curable primers or two-liquid curable primers.
  • the primer layer 4 may be omitted if there is adequate bonding between the protective layer 2 and the lifespan-extending layer 3 .
  • the topcoat layer 5 is formed with the aim of protecting the lifespan-extending layer 3 (improving the weatherability thereof), harmonizing with the landscape and providing visual guidance serving as a safety measure.
  • the polymer compound forming the topcoat layer 5 which may be used include a two-liquid curable solvent-based acrylic urethane resin, a two-liquid curable aqueous acrylic urethane resin, an aqueous acrylic resin, and an organo-siloxane resin.
  • the topcoat layer 5 is normally formed with the aim of protecting the lifespan-extending layer 3 , but as shown in FIG. 3 , it may equally be provided as a different-colored region 6 having a different color from the lifespan-extending layer 3 , on the opposite surface (referred to below as “the surface”) 3 a to the surface of the lifespan-extending layer 3 facing the protective layer 2 . As shown in FIG. 3 , the different-colored region 6 is depicted as an arrow or the like for visual guidance indicating the direction of travel on a road (see FIG. 1 ) running along the slope face 1 a .
  • a mixture in which a colored pigment commensurate with the aim is mixed with the polymer compound forming the topcoat layer 5 may be used, and said mixture may be applied to the surface 3 a of the lifespan-extending layer 3 as a distinct color from the lifespan-extending layer 3 in order to form the different-colored region 6 .
  • dirt and foreign material adhering to the surface 2 a of the protective layer 2 comprising mortar etc. are first of all completely removed. Furthermore, if there are protrusions or differences in level etc. on the surface 2 a of the protective layer 2 , said surface 2 a is preferably smoothed by making combined use of power tools and manual tools.
  • the forming surface is preferably cleaned by means of a brush or air blowing etc. in order to completely remove dirt and foreign material.
  • the primer layer 4 is then formed by coating a primer on the cleaned surface 2 a of the protective layer 2 .
  • this mode of embodiment illustrates a case in which the primer layer 4 is provided, but this does not limit the present invention and it is equally possible to omit the primer layer 4 if adhesion between the protective layer 2 and the lifespan-extending layer 3 is adequate by virtue of the surface state of the surface 2 a of the protective layer 2 etc.
  • a coating composition comprising the polymer compound constituting the coating layer that forms the lifespan-extending layer 3 is then coated on the surface 2 a of the protective layer 2 or on the surface 4 a of the primer layer 4 , and said coating composition is cured in order to form the lifespan-extending layer 3 .
  • the coating composition comprising the polymer compound that forms the topcoat layer 5 is coated on the surface 3 a of the lifespan-extending layer 3 , and said coating composition is cured in order to form the topcoat layer 5 , whereby construction is completed.
  • the coating layer having crack-following properties of 0.8 mm or greater, salt-blocking properties and neutralization-preventing properties is formed as the lifespan-extending layer 3 on the surface 2 a of the protective layer 2 comprising mortar etc. sprayed on the slope face 1 a of the foundation 1 , and as a result it is possible to prevent penetration of rainwater and the like from cracks that form in the protective layer 2 , restrict degradation such as salt damage or neutralization of the protective layer, and also prevent detachment of the protective layer caused by the degradation. Furthermore, the resulting lifespan-extending layer 3 makes it possible to prevent penetration of rainwater etc.
  • the lifespan-extending layer 3 has a large effect in terms of blocking salts such as calcium chloride used as a snow-melting agent, so it is possible to prevent degradation of the protective layer 2 comprising mortar etc. caused by said salts. As a result, it is possible to prevent degradation of the protective layer 2 and detachmant of the mortar etc., and thus it is possible to envision a longer lifespan for the protective layer 2 .
  • the different-colored region 6 is formed on the surface 3 a of the lifespan-extending layer 3 , and as a result it is possible to provide a notification of information relating to the environment around the slope face 1 a (travel direction on the road 11 running along the slope face 1 a , warning about a slope failure or landslide etc.). Furthermore, by forming the lifespan-extending layer 3 , the protective layer 2 comprising mortar etc. is not directly exposed to wind and rain (snow and rain), so it is possible to prevent staining of the protective layer 2 and adhesion of contaminants, and therefore the esthetic appearance of the slope face 1 a can be maintained.
  • a protective layer comprising existing mortar that had deteriorated was cleaned in order to remove dirt and foreign material etc., after which a modified epoxy resin primer (commercial name: Resi-Primer PW-F, produced by Diflex) was applied over the protective layer in a coating amount of 0.2 kg/m 2 , and a primer layer having a thickness of 65 ⁇ m was formed.
  • a modified epoxy resin primer commercial name: Resi-Primer PW-F, produced by Diflex
  • a two-liquid ultra-fast-curing polyurethane resin (commercial name: CV Spray, produced by Diflex) was then applied by means of a spray gun over the primer layer in a coating amount of 1.0 kg/m 2 , and a lifespan-extending layer having a thickness of 1000 ⁇ m was formed.
  • a two-liquid solvent-based acrylic urethane resin (commercial name: Resi-Top, produced by Diflex) was then applied by means of a spray gun over the lifespan-extending layer in a coating amount of 0.15 kg/m 2 , and a topcoat layer having a thickness of 47 ⁇ m was formed.
  • a protective layer comprising existing mortar that had deteriorated was stripped away from a slope face on a foundation by human power and by machine, after which mortar was sprayed on the slope face in the same way as had been done with the existing protective layer in order to form a protective layer comprising mortar, whereby the slope face was repaired.
  • a protective layer comprising existing mortar that had deteriorated was cleaned in order to remove dirt and foreign material etc., after which a polymer cement (commercial name: Bask, produced by Nichimaru Co.) was used to form a secondary protective layer comprising the polymer cement having a thickness of 2000 ⁇ m, whereby the slope face was repaired.
  • Bask commercial name: Bask, produced by Nichimaru Co.
  • Short fibers comprising steel fibers or organic fibers were disposed on the surface of a protective layer comprising existing mortar that had deteriorated, and mortar was sprayed in the same way as had been done with the existing protective layer from above said short fibers in order to form a protective layer comprising mortar, whereby the slope face was repaired.
  • Exemplary Comparative Comparative Comparative Embodiment Example 1 Example 2 Example 3 Cost Low High Low Medium Construction time Low High Low Medium Useful life (years) 20 20 20 20 20 Performance Crack-following High None Low None properties (1-10 mm) (0-0.5 mm) Salt-blocking High None Low None properties Water-blocking High Low Low Low properties Neutralization- High None Low None preventing properties Environment CO 2 emission Low High because Low because High because amount because of treatment small of large small and machinery machinery machinery transportation was used used was used was used of waste material from removing existing mortar etc.
  • the method for slope face improvement according to the exemplary embodiment not only made it possible to repair the slope face in a shorter construction period and at a lower cost than in the case of the methods for slope face improvement according to Comparative Examples 1-3, the method according to the exemplary embodiment was also clearly superior from an environmental perspective in terms of lower carbon dioxide emissions and less noise etc.

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  • Engineering & Computer Science (AREA)
  • Mining & Mineral Resources (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
US15/323,917 2014-07-04 2015-07-06 Method for slope improvement Abandoned US20170138012A1 (en)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
JP2014-138999 2014-07-04
JP2014138999A JP6425204B2 (ja) 2014-07-04 2014-07-04 法面の改修方法
PCT/JP2015/069432 WO2016002970A1 (ja) 2014-07-04 2015-07-06 法面の改修方法

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US20170138012A1 true US20170138012A1 (en) 2017-05-18

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US15/323,917 Abandoned US20170138012A1 (en) 2014-07-04 2015-07-06 Method for slope improvement

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US (1) US20170138012A1 (de)
EP (1) EP3165679B1 (de)
JP (1) JP6425204B2 (de)
WO (1) WO2016002970A1 (de)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108689636A (zh) * 2018-06-20 2018-10-23 宁波工程学院 聚脲树脂快速修补材料及道路快速修补方法
CN113846659A (zh) * 2021-11-10 2021-12-28 中国电建集团成都勘测设计研究院有限公司 一种治理膨胀土边坡的方法及其应用
CN113882404A (zh) * 2021-10-29 2022-01-04 浙江秦核环境建设有限公司 一种绿色矿山边坡碎石滩生态修复方法

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CN110939103B (zh) * 2019-11-14 2021-09-14 冀利民 一种水利工程生态护坡
JP2024073761A (ja) * 2022-11-18 2024-05-30 日特建設株式会社 樹脂吹付工法
JP7456679B1 (ja) 2023-02-08 2024-03-27 株式会社N-Seed 吹付工法

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Publication number Priority date Publication date Assignee Title
JPH09273155A (ja) * 1996-04-04 1997-10-21 Iwakuni Ryokka Sangyo:Kk のり面補修・被覆方法
JP3400419B2 (ja) * 2000-10-02 2003-04-28 アイエスティー株式会社 コンクリート補修仕上げ工法
JP2003040662A (ja) * 2001-05-07 2003-02-13 Usui:Kk 補強剤並びにそれを用いた補修・補強構造体、透排水構造及び透排水二次製品
JP2005036579A (ja) * 2003-07-18 2005-02-10 Daichi:Kk 既存モルタル吹付施工箇所の補修工法
JP2005076332A (ja) * 2003-09-02 2005-03-24 Fukasawa Komusho:Kk 土木構造物の着色工法
JP5270724B2 (ja) * 2011-07-01 2013-08-21 株式会社ビルドランド 法面の既設セメントモルタル保護層の補修構造

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108689636A (zh) * 2018-06-20 2018-10-23 宁波工程学院 聚脲树脂快速修补材料及道路快速修补方法
CN113882404A (zh) * 2021-10-29 2022-01-04 浙江秦核环境建设有限公司 一种绿色矿山边坡碎石滩生态修复方法
CN113846659A (zh) * 2021-11-10 2021-12-28 中国电建集团成都勘测设计研究院有限公司 一种治理膨胀土边坡的方法及其应用

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EP3165679A4 (de) 2018-04-11
EP3165679A1 (de) 2017-05-10
EP3165679B1 (de) 2020-09-09
JP6425204B2 (ja) 2018-11-21
WO2016002970A1 (ja) 2016-01-07
JP2016017281A (ja) 2016-02-01

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