JPS593502B2 - Stabilization of soil surface layer, greening method - Google Patents

Stabilization of soil surface layer, greening method

Info

Publication number
JPS593502B2
JPS593502B2 JP13032777A JP13032777A JPS593502B2 JP S593502 B2 JPS593502 B2 JP S593502B2 JP 13032777 A JP13032777 A JP 13032777A JP 13032777 A JP13032777 A JP 13032777A JP S593502 B2 JPS593502 B2 JP S593502B2
Authority
JP
Japan
Prior art keywords
layer
vinyl resin
aqueous emulsion
parts
resin aqueous
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.)
Expired
Application number
JP13032777A
Other languages
Japanese (ja)
Other versions
JPS5464802A (en
Inventor
淳雄 白木
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Sanyo Kokusaku Pulp Co Ltd
Original Assignee
Sanyo Kokusaku Pulp Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Sanyo Kokusaku Pulp Co Ltd filed Critical Sanyo Kokusaku Pulp Co Ltd
Priority to JP13032777A priority Critical patent/JPS593502B2/en
Publication of JPS5464802A publication Critical patent/JPS5464802A/en
Publication of JPS593502B2 publication Critical patent/JPS593502B2/en
Expired legal-status Critical Current

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Landscapes

  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
  • Soil Conditioners And Soil-Stabilizing Materials (AREA)

Description

【発明の詳細な説明】 本発明は道路、河川などの法面や山腹などの傾斜面の表
層土を安定化し緑化する工法に係るもので、特に緑化の
難しい岩石の混ざつた傾斜面にも適応できる工法に関す
るものである。
[Detailed Description of the Invention] The present invention relates to a method for stabilizing and greening the surface soil of roads, rivers, etc., and slopes such as mountainsides, and is particularly applicable to slopes mixed with rocks that are difficult to green. It is related to applicable construction methods.

35従来、岩石混じりの傾斜面の緑化工法として種土吹
付工法、植生穴工法、植生袋工法が主として採用されて
いる。
35 Conventionally, the seed soil spraying method, the vegetation hole method, and the vegetation bag method have been mainly adopted as methods for greening slopes containing rocks.

この中で種土吹付工法は機械力の利用が可能なため比較
的施工が容易であり傾斜面全面の均一な早期被覆が可能
であるが、表層との密着性に欠け、植物が根を張つて施
工効果が表われる前に乾燥して剥落したり、雨で流亡す
る場合が多かつた。
Among these methods, the seed soil spraying method is relatively easy to apply because it allows the use of mechanical force, and it is possible to cover the entire slope uniformly and quickly, but it lacks adhesion to the surface layer, allowing plants to take root. In many cases, it dried and fell off before the construction effect was visible, or it was washed away by rain.

流亡防止のために溝切種土吹付工法なども提案されてい
るが、この工法の場合には溝切りの可能な土質の時に限
定される。一方、植生穴工法、植生袋工法の場合には緑
化の確実性は高いが、可成りの人力を要し多くの経費を
要する。
In order to prevent erosion, methods such as trench cutting and seeding and soil spraying have been proposed, but this method is limited to cases where the soil is suitable for trench cutting. On the other hand, in the case of the vegetation hole method and the vegetation bag method, greening is highly certain, but requires a considerable amount of manpower and costs a lot of money.

更に之等の工法は飽くまでも部分播種工法であつて、全
面被覆に至るまでには可成りの長期間を要し、その間、
空間部の侵食を防止する手段を講する必要がある。加え
て、之等の場合もそれぞれ穿孔、溝切りの可能な土質に
限定される。更に種土吹付工法、植生穴工法、植生袋工
法の何れの場合にも、なお一つの欠点として風化した軟
岩斜面のような比較的脆い基盤の落石防止策としては不
適当であつて、落石を防止するためにはネツトの併用が
不可欠であることが挙げられる。
Furthermore, these methods are still partial seeding methods, and it takes quite a long time to reach full coverage, and during that time,
It is necessary to take measures to prevent erosion of the space. In addition, these cases are also limited to soils that can be drilled and grooved. Furthermore, one drawback of all of the seed soil spraying methods, the vegetation hole construction method, and the vegetation bag construction method is that they are unsuitable as measures to prevent rockfalls on relatively fragile foundations such as weathered soft rock slopes. In order to prevent this, it is essential to use net together.

本発明者はこの様な従来技術の欠点を排除し機械力を利
用して比較的安価に全面均一播種が可能で、しかも岩石
混じりの傾斜面でも表層との密着性が高く、加えて落石
防止も可能である工法を開 Z発すべく、種々検討を積
み重ねた結果、第一層としてセメントまたは/および半
水石膏に更に繊維素系フアイバ一、ビニル樹脂水性エマ
ルジヨンおよび水の混合分散液を吹き付ける多層吹付工
法が効果的である事を見出し本発明に到達した。この第
一層は発芽床となる第二層と傾斜面表層との接着剤の働
きをする一種のアンカー的役割を果たすものであり、加
えて落石防止の役割をも兼ねる本発明工法構成の最も重
要な層である。この第一層に要求される性質として、傾
斜面表5層構成粒塊との接着強度が高く、且つ耐水性で
あること、基盤の割れ目に存在する水の凍結融解による
亀裂や剥離の生成を防ぎ得る程度に撓み性を有すること
、植物の根が貫通できる程度の柔らかさを有し、また保
水性、透水性、,透気性に富むこ 今と、吹付作業に適
した流動性を有し、更に吹付けた時の表層への付着性の
良いことなどが挙げられる。この第一層としてセメント
を単独に用いた場合は撓み性、保水性、透水性、透気性
、流動性、付着性が不充分で、特に柔らかさの点で緑化
下地材として全く不適当である。
The inventor of the present invention has eliminated these drawbacks of the conventional technology and has developed a method that uses mechanical force to uniformly sow seeds over the entire surface at a relatively low cost.Moreover, it has high adhesion to the surface layer even on slopes with rocks, and in addition, it can prevent rockfall. As a result of various studies, we developed a multilayer construction method in which a mixed dispersion of cellulose fiber, vinyl resin aqueous emulsion, and water is sprayed onto cement or/and hemihydrate gypsum as the first layer. We have discovered that the spraying method is effective and have arrived at the present invention. This first layer serves as a kind of anchor that acts as an adhesive between the second layer, which is the germination bed, and the surface layer of the slope.In addition, this first layer also plays the role of preventing rockfall. This is an important layer. The properties required for this first layer are that it has high adhesion strength with the particles constituting the five layers on the inclined surface, is water resistant, and is resistant to the formation of cracks and peeling due to freezing and thawing of water present in the cracks of the base. It must be flexible enough to prevent damage, be soft enough to allow plant roots to penetrate, and have high water retention, water permeability, and air permeability.It must also have fluidity suitable for spraying work. Furthermore, it has good adhesion to the surface layer when sprayed. When cement is used alone as this first layer, it has insufficient flexibility, water retention, water permeability, air permeability, fluidity, and adhesion, and is completely unsuitable as a greening base material, especially in terms of softness. .

半水石膏を単独に用いた場合は更に耐水性の点でも問題
がある。セメントまたは/および半水石膏に更にビニル
樹脂水性エマルジヨンを用いた場合は、接着強度、耐水
性、保水性、流動性は改良されるが、撓み性、付着性は
未まだ充分と云えず、柔らかさは改善されない。
When gypsum hemihydrate is used alone, there is also a problem in terms of water resistance. When a vinyl resin aqueous emulsion is further used in cement or/and hemihydrate gypsum, adhesive strength, water resistance, water retention, and fluidity are improved, but flexibility and adhesion are still not sufficient, and the soft is not improved.

更に透水性、透気性は寧ろ低下する。セメントまたは/
および半水石膏に更に繊維素系フアイバ一を併用した場
合は、柔らかさ、透水性、透気性は大幅に改善され撓み
性、付着性も或る程度高くなるが、接着強度、耐水性が
著しく低下し流動性も良くない。一方、繊維素系フアイ
バ一とビニル樹脂水性エマルジヨンとを併用した系は耐
水性に問題があり、また落石防止の役割も果たし得る程
の強度を発揮し得ない。
Furthermore, water permeability and air permeability are rather reduced. cement or/
When cellulose fiber is used in combination with gypsum hemihydrate, the softness, water permeability, and air permeability are greatly improved, and the flexibility and adhesion are also increased to a certain extent, but the adhesive strength and water resistance are significantly reduced. The fluidity is also poor. On the other hand, systems using cellulose fibers and vinyl resin aqueous emulsions have problems with water resistance and cannot exhibit enough strength to prevent rockfall.

しかるにセメントまたは/および半水石膏に更に繊維素
系フアイバ一、ビニル樹脂水性エマルジヨンを併用した
場合には、之等の相乗効果によつて前記の第一層に要求
される諸点を総べて満足せしめ、植生可能となつた。
However, when cement and/or gypsum hemihydrate are further used in combination with cellulose fibers and a vinyl resin aqueous emulsion, the synergistic effects of these elements satisfy all of the requirements of the first layer. Eventually, vegetation became possible.

この事実は従来セメントや石膏層の上に播種した場合、
たとえ発芽しても、生育状況が極めて悪いという常識か
らは全く豫想し得かつたことである。
This fact shows that when seeds are conventionally sown on top of a cement or gypsum layer,
This was completely unexpected from the common sense that even if the seeds germinate, the growth conditions are extremely poor.

絃でセメントとしては、普通ポルトランドセメントが代
表的であるが、施工条件に応じフライアツシユセメント
、高炉セメント、早強セメントなど如何なる水硬セメン
トをも使用することが可能である。
The typical cement used for stringing is ordinary Portland cement, but any hydraulic cement such as fly ash cement, blast furnace cement, early strength cement, etc. can be used depending on the construction conditions.

セメントを用いるか、半水石膏を使用するか、あるいは
両者を併用するかは植生する植物の生育可能PHや対象
とする傾斜面の土質によつて任意に決めることができる
Whether to use cement, hemihydrate gypsum, or a combination of both can be arbitrarily determined depending on the pH at which plants can grow and the soil quality of the target slope.

繊維素系フアイバ一としては、繊維状、綿状、粉状の何
れの状態であつても良く、要はセルロース系の吸水性を
有するフアイバ一でさえあればよい。
The cellulose fiber may be in the form of fibers, fluff, or powder, as long as it is a cellulose-based fiber with water absorbing properties.

ビニル樹脂水性エマルジヨンとしてはセメントないし半
水石膏に混和性の良いものであればポリ酢酸ビニル、ポ
リアクリル酸エステル、エチレン酢酸ビニル共重合物、
酢酸ビニルアクリル共重合物、アクリルスチレン共重合
物、スチレンブタジエン共重合物など公知の如何なるビ
ニル樹脂水性エマルジヨンも使用可能である。
Examples of aqueous vinyl resin emulsions include polyvinyl acetate, polyacrylic acid ester, ethylene vinyl acetate copolymer, as long as they have good miscibility with cement or hemihydrate gypsum.
Any known aqueous vinyl resin emulsion such as vinyl acetate acrylic copolymer, acrylic styrene copolymer, styrene butadiene copolymer, etc. can be used.

なおビニル樹脂水性エマルジヨンとは、通常水を媒体と
し、所謂エマルジヨン重合を行なつて得られるビニル樹
脂純分約30〜60(Fb程度のものを示すが、本発明
においては、その目的とする事より造膜助剤の有無に拘
わらず、使用条件下において水分の蒸発により皮膜形成
能を有することが必要である。第一層を構成する成分の
配合比および第一層の層厚は対象とする傾斜面の土質、
種子の種類、施工時期によつて任意に選定できるが、一
般に好ましい配合比はセメント使用の場合はセメント1
00重量部に対し、繊維素系フアイバ一30〜400重
量部、ビニル樹脂水性エマルジヨン純分換算で2〜50
重量部、半水石膏使用の場合は半水石膏100重量部に
対し、繊維素系フアイバ一10〜40重量部、ビニル樹
脂水性エマルジヨン純分換算2〜50重量部、セメント
と半水石膏とを併用する場合はセメントと半水石膏の合
計量100重量部に対し繊維素系フアイバ一20〜20
0重量部、ビニル樹脂水性エマルジヨン純分換算2−5
0重量部の範囲で、また層厚は通常3〜7mmが好まし
い。用いる水の量は吹付作業性を損わぬ範囲で可能な限
り少なくすることが望ましい。
Note that vinyl resin aqueous emulsion refers to a vinyl resin with a purity of about 30 to 60 (Fb) obtained by performing so-called emulsion polymerization using water as a medium, but in the present invention, the purpose is Therefore, regardless of the presence or absence of a film-forming agent, it is necessary to have the ability to form a film by evaporating water under the conditions of use.The blending ratio of the components constituting the first layer and the layer thickness of the first layer are subject to change. soil quality of the slope,
It can be selected arbitrarily depending on the type of seeds and the construction period, but the generally preferred mixing ratio is 1 part cement when using cement.
00 parts by weight, 30 to 400 parts by weight of cellulose fiber, 2 to 50 parts by weight of vinyl resin aqueous emulsion.
parts by weight, in the case of using gypsum hemihydrate, 10 to 40 parts by weight of cellulose fiber, 2 to 50 parts by weight of aqueous vinyl resin emulsion, cement and gypsum hemihydrate to 100 parts by weight of gypsum hemihydrate. When used together, add 20 to 20 parts of cellulose fiber to 100 parts by weight of cement and gypsum hemihydrate.
0 parts by weight, vinyl resin aqueous emulsion purity equivalent 2-5
It is preferable that the amount is in the range of 0 parts by weight, and the layer thickness is usually 3 to 7 mm. It is desirable that the amount of water used be as small as possible without impairing spraying workability.

本発明の工法における第一層構成成分として、必要に応
じ公知の増粘剤、分散剤、凝結促進剤、遅延剤を助剤と
して添加してもよく、また土、砂、フライアツシユ、シ
ラス、鉱滓、廃タイヤ屑などの増量材をセメントまたは
/および半水石膏に加える事も可能である。
As the first layer constituent components in the construction method of the present invention, known thickeners, dispersants, setting accelerators, and retarders may be added as auxiliary agents as necessary. It is also possible to add bulking materials such as , waste tire scrap, etc. to the cement or/and hemihydrate gypsum.

之等の増量材の量が3倍量を超えると耐水性が可成り低
下するので、望ましくは3倍量までがよい。
If the amount of such filler exceeds 3 times the amount, the water resistance will be considerably reduced, so it is preferable to use up to 3 times the amount.

更に肥料成分を添加することも可能である。第二層吹付
材は少なく共繊維素系フアイバ一、ビニル樹脂水性エマ
ルジヨンを含む混合分散液であつて、この層に用いるビ
ニル樹脂水性エマルジヨンはセメントないし半水石膏と
の混和性を必ずしも必要としない。第二層における繊維
素系フアイバ一とビニル樹脂水性エマルジヨンとの配合
比も、種子の種類、施工時期によつて任意に選定できる
が、一般に好ましい配合比は繊維素系フアイバ一100
重量部に対し、ビニル樹脂水性エマルジヨン純分換算2
〜5重量部である。
Furthermore, it is also possible to add fertilizer components. The second layer spray material is a mixed dispersion containing a small number of co-cellulose fibers and a vinyl resin aqueous emulsion, and the vinyl resin aqueous emulsion used in this layer does not necessarily need to be miscible with cement or hemihydrate gypsum. . The blending ratio of the cellulose fibers and the aqueous vinyl resin emulsion in the second layer can be arbitrarily selected depending on the type of seeds and the time of application, but the generally preferred blending ratio is 100% of the cellulose fibers.
Purity of vinyl resin aqueous emulsion converted to parts by weight 2
~5 parts by weight.

第二層の層厚は厚い程良く、必換に応じ数回に渉つて吹
き付ける事が望ましい。第二層の主体は繊維素系フアイ
バ一であつて、ビニル樹脂水性エマルジヨンは、この繊
維素系フアイバ一と第一層との接着性、特に湿潤時の接
着性を高め、また第二層と第三層の接着性も高めて、激
しい降雨などによる流亡を防止する作用をも有している
。第二層吹付材成分として、更に必要に応じ肥料、養生
剤、増粘剤、一土などの公知の緑化基材を添加してもよ
い。
The thicker the second layer, the better, and it is desirable to spray it several times as necessary. The second layer is mainly composed of cellulose fibers, and the aqueous vinyl resin emulsion improves the adhesion between the cellulose fibers and the first layer, especially when wet, and also improves the adhesion between the cellulose fibers and the first layer. It also has the effect of increasing the adhesion of the third layer and preventing it from washing away due to heavy rain. As components of the second layer spray material, known greening base materials such as fertilizers, curing agents, thickeners, and soil may be added as necessary.

第三層吹付材は少なく共種子、肥料を含む緑化基材混合
分散液より成るもので、公知の如何なる緑化基材を用い
ても差支えない。
The third layer spraying material consists of a greening base material mixed dispersion containing a small amount of co-seeds and fertilizer, and any known greening base material may be used.

第二層の吹付は先きに吹き付けた第一層が凝結し始めた
頃がよく、また第三層の吹付は第二層が一旦乾燥してか
ら行なうのが最も確実性が高いが、吹付時期は特に限定
されるものではない。
It is best to spray the second layer when the previously sprayed first layer begins to condense, and it is most reliable to spray the third layer after the second layer has dried. The period is not particularly limited.

以下、本発明を実施例により説明する。The present invention will be explained below with reference to Examples.

実施例 1 風化花崗岩、勾配約35よの傾斜面に第1表に示す配合
割合で調製した第一層を構成すべき組成物を吹き付けた
Example 1 A composition to form the first layer prepared in the proportions shown in Table 1 was sprayed onto a sloped surface of weathered granite with a slope of about 35 mm.

Claims (1)

【特許請求の範囲】 1 地表面に下記吹付材を順次吹き付けることを特徴と
する土壌表層の安定化、緑化工法。 イ)第一層吹付材 少なく共、セメントまたは/および半水石膏に更に繊維
素系ファイバー、ビニル樹脂水性エマルジョンが含まれ
ている混合分散液。 ロ)第二層吹付材 水硬性物質を含まず、しかも、少なく共、繊維素系ファ
イバーとビニル樹脂水性エマルジョンとが含まれている
混合分散液。 ハ)第三層吹付材 少なく共、種子と肥料とが含まれている緑化基材混合分
散液。 2 第一層吹付材が少なく共セメント100重量部、繊
維素系ファイバー30〜400重量部、ビニル樹脂水性
エマルジョン純分換算2〜50重量部を含むものである
特許請求の範囲第1項記載の土壌表層の安定化、緑化工
法。 3 第一層吹付材が少なく共、半水石膏100重量部、
繊維素系ファイバー10〜40重量部、ビニル樹脂水性
エマルジョン純分換算2〜50重量部を含むものである
特許請求の範囲第1項記載の土壌表層の安定化、緑化工
法。 4 第一層吹付材が少なく共、セメントと半水石膏との
合計量100重量部、繊維素系ファイバー20〜200
重量部、ビニル樹脂水性エマルジョン純分換算2〜50
重量部を含むものである特許請求の範囲第1項記載の土
壌表層の安定化、緑化工法。 5 第一層吹付材のビニル樹脂水性エマルジョンがポリ
酢酸ビニルである特許請求の範囲第1項記載の土壌表層
の安定化、緑化工法。 6 第一層吹付材のビニル樹脂水性エマルジョンがポリ
アクリル酸エステルである特許請求の範囲第1項記載の
土壌表層の安定化、緑化工法。 7 第一層吹付材のビニル樹脂水性エマルジョンがエチ
レン酢酸ビニル共重合物である特許請求の範囲第1項記
載の土壌表層の安定化、緑化工法。 8 第一層吹付材のビニル樹脂水性エマルジョンが酢酸
ビニルアクリル共重合物である特許請求の範囲第1項記
載の土壌表層の安定化、緑化工法。 9 第一層吹付材のビニル樹脂水性エマルジョンがアク
リルスチレン共重合物である特許請求の範囲第1項記載
の土壌表層の安定化、緑化工法。 10 第一層吹付材のビニル樹脂水性エマルジョンがス
チレンブタジエン共重合物である特許請求の範囲第1項
記載の土壌表層の安定化、緑化工法。
[Claims] 1. A soil surface stabilization and greening method characterized by sequentially spraying the following spraying materials on the ground surface. b) A mixed dispersion liquid containing at least the first layer spraying material, cement or/and hemihydrate gypsum, cellulose fiber, and a vinyl resin aqueous emulsion. (b) Second layer spray material A mixed dispersion liquid that does not contain a hydraulic substance and also contains at least a cellulose fiber and a vinyl resin aqueous emulsion. c) Third layer spraying material A greening base material mixed dispersion liquid containing at least seeds and fertilizer. 2. The soil surface layer according to claim 1, wherein the first layer has a small amount of sprayed material, and contains 100 parts by weight of co-cement, 30 to 400 parts by weight of cellulose fiber, and 2 to 50 parts by weight of vinyl resin aqueous emulsion, calculated as pure content. stabilization and greening methods. 3 The first layer spraying material is less, 100 parts by weight of gypsum hemihydrate,
The soil surface stabilization and greening method according to claim 1, which contains 10 to 40 parts by weight of cellulose fiber and 2 to 50 parts by weight in terms of pure vinyl resin aqueous emulsion. 4 The first layer has a small amount of spray material, a total of 100 parts by weight of cement and gypsum hemihydrate, and 20 to 200 parts of cellulose fiber.
Parts by weight, converted to vinyl resin aqueous emulsion purity 2 to 50
The soil surface stabilization and greening method according to claim 1, which contains parts by weight. 5. The soil surface stabilization and greening method according to claim 1, wherein the vinyl resin aqueous emulsion of the first layer spray material is polyvinyl acetate. 6. The soil surface stabilization and greening method according to claim 1, wherein the vinyl resin aqueous emulsion of the first layer spray material is a polyacrylic ester. 7. The soil surface stabilization and greening method according to claim 1, wherein the vinyl resin aqueous emulsion of the first layer spray material is an ethylene-vinyl acetate copolymer. 8. The soil surface stabilization and greening method according to claim 1, wherein the vinyl resin aqueous emulsion of the first layer spray material is a vinyl acetate acrylic copolymer. 9. The soil surface stabilization and greening method according to claim 1, wherein the vinyl resin aqueous emulsion of the first layer spray material is an acrylic styrene copolymer. 10. The soil surface stabilization and greening method according to claim 1, wherein the vinyl resin aqueous emulsion of the first layer spray material is a styrene-butadiene copolymer.
JP13032777A 1977-11-01 1977-11-01 Stabilization of soil surface layer, greening method Expired JPS593502B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP13032777A JPS593502B2 (en) 1977-11-01 1977-11-01 Stabilization of soil surface layer, greening method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP13032777A JPS593502B2 (en) 1977-11-01 1977-11-01 Stabilization of soil surface layer, greening method

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Publication Number Publication Date
JPS5464802A JPS5464802A (en) 1979-05-25
JPS593502B2 true JPS593502B2 (en) 1984-01-24

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Cited By (1)

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EP4056442A1 (en) 2021-03-10 2022-09-14 Toyota Jidosha Kabushiki Kaisha Driving diagnosis device and driving diagnosis method

Families Citing this family (5)

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Publication number Priority date Publication date Assignee Title
DE19548314A1 (en) * 1995-12-22 1997-06-26 Henkel Kgaa Improved process for intensifying the surface consolidation of soil at risk of erosion by introducing water-based and adhesion-promoting binders based on polyvinyl alcohol esters
CN105602571B (en) * 2015-12-29 2018-06-29 吕贵松 A kind of polymer soil-solidified-agent
CN105524620B (en) * 2015-12-29 2018-02-23 吕贵松 A kind of soil-solidified-agent
CN105622016B (en) * 2015-12-29 2018-02-23 吕贵松 A kind of composite soil stabilizer
CN105419815B (en) * 2015-12-29 2018-06-29 吕贵松 A kind of polymeric soil curing agent

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP4056442A1 (en) 2021-03-10 2022-09-14 Toyota Jidosha Kabushiki Kaisha Driving diagnosis device and driving diagnosis method

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