JPH0220762B2 - - Google Patents

Info

Publication number
JPH0220762B2
JPH0220762B2 JP7266881A JP7266881A JPH0220762B2 JP H0220762 B2 JPH0220762 B2 JP H0220762B2 JP 7266881 A JP7266881 A JP 7266881A JP 7266881 A JP7266881 A JP 7266881A JP H0220762 B2 JPH0220762 B2 JP H0220762B2
Authority
JP
Japan
Prior art keywords
oil
absorbing
asphalt
water
mixture
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
JP7266881A
Other languages
Japanese (ja)
Other versions
JPS57187402A (en
Inventor
Tomomitsu Sugi
Hiroaki Hata
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.)
OOSAKA SEMENTO KK
OOSAKAFU
Original Assignee
OOSAKA SEMENTO KK
OOSAKAFU
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 OOSAKA SEMENTO KK, OOSAKAFU filed Critical OOSAKA SEMENTO KK
Priority to JP7266881A priority Critical patent/JPS57187402A/en
Publication of JPS57187402A publication Critical patent/JPS57187402A/en
Publication of JPH0220762B2 publication Critical patent/JPH0220762B2/ja
Granted legal-status Critical Current

Links

Landscapes

  • Road Paving Structures (AREA)

Description

【発明の詳細な説明】[Detailed description of the invention]

〔産業上の利用分野〕 本発明はアスフアルト舗装路面の耐流動対策と
して、アスフアルト混合物の中に添加する吸油性
および硬化性の高い水硬性粉状体からなる粒状体
の表面を弾性および感温性の高いゴムまたは樹脂
で被覆して成る吸油性硬化材及びその製造方法に
関する。 〔従来の技術とその問題点〕 アスフアルト舗装破損のうち、わだち掘れは近
年大きな問題となつている。その主たる原因は、
交通量の増大と車輌の大形化および通過位置の固
定化ならびにアスフアルト混合物の品質等があ
り、道路縦断方向の帯状の路面変形が多発してい
る。わだち掘れは、沿道および利用者に対しての
跳水や、高速道路運転時のハイドロプレーン現象
からくるすべり抵抗の低下および運転操作のしに
くさなど道路環境や交通安全に甚しい悪影響を及
ぼしている。 わだち掘れの発生原因には、外的要因として交
通の質と量とによる条件と気温などの環境条件が
あり、内的要因として舗装構造などがあげられ
る。また、これを現象面からみると、路床を含め
た各層にわたる永久変形と、主にアスコン層の圧
縮と流動および摩耗とに大別できる。これらに対
する対策は異るものであつて、前者は構造強化お
よび施工法の改良が必要であり、後者のアスコン
層における永久変形は、わだち掘れに占める割合
が高く、粘弾性体として特性評価し得る材料およ
び施工面からの対策が必要である。 昭和53年6月に改訂されたアスフアルト舗装要
綱によると、耐流動対策として、わだちが集中す
る箇所について特別な混合物の配合設計が要求さ
れている。それによると、一般にアスフアルトの
品質をゴムまたは樹脂などによつて改質するか、
あるいは針入度の小さい、すなわち硬いアスフア
ルトを使用してアスフアルトセメントの温度−粘
度の関係によつて感温性を小さくし、かつ骨材粒
子間の付着を高めるなどによつてわだち掘れに対
処しようと考えられている。しかし改質アスフア
ルトはコストが高く、特にゴム入りアスフアルト
の場合にはアスフアルト混合物の質およびゴム添
加量のバラツキが生じやすい。また、樹脂入りア
スフアルトについては施工性の悪さ、樹脂の分散
性の悪さのためしばしば期待できる結果が得られ
ない欠点が免がれず、さらに一層の改善が切望さ
れている(なお、特開昭55−9934号において、舗
設後のアスフアルト中の軽質油を吸収するように
して、舗装路面の安定化を図る工夫が示されてい
る)。 〔問題を解決するための手段〕 本発明者は上記の如き技術の現状に鑑みて研究
を重ねた結果、水硬性粉状体、核となる種石を適
量の水または混和剤を添加した水で混合造粒し、
さらに粉末ゴムまたは熱可塑性樹脂粉末または両
者の混合物で被覆する場合には従来技術の問題点
を実質的に解消もしくは大幅に解消し得ることを
発見した。 即ち本発明は下記のアスフアルト舗装の耐流動
用吸油性硬化材およびその製造方法を提供するも
のである。 本発明は、水硬性粉状体と適量の水、または混
和剤を添加した水とを攪拌混合し造粒してなる粒
状体の表面に、樹脂またはゴムの単味または両者
の混合物よりなる表面被覆材を設けた、粒径が20
mm以下の粒状または顆粒状のアスフアルト舗装の
耐流動用吸油性硬化材であり、さらに水硬性粉状
体の混合造粒時または造粒後に樹脂またはゴムの
単味または両者の混合物よりなる表面被覆材を加
えて、造粒した粒子表面にこれらの被膜を形成さ
せることを特徴とするアスフアルト舗装の耐流動
用吸油性硬化材の製造方法である。 なお上記最大粒径を20mmとすることで、アスフ
アルト舗装表面に散布して圧入するチツピング工
法での使用も可能とし、単位面積あたりの散布量
を大きくすることで改良効果(動的安定度の向
上)を充分とすることができるものである。 本発明の吸油性硬化材は、吸油性の大きい水硬
性粉状体を水和造粒したものであつて、その物理
性状特に圧縮強度はアスフアルト用骨材のそれと
同等かそれ以上であり、かつアスフアルト混合物
中の軽質油を多量に吸収し、また吸油性を有する
水硬性粉状体に核となる種石を加えた場合には上
記粉状体と種石とを充分緊密に吸着または付着さ
せ得る。 また該種石がない場合の本製品所定粒度以下の
粒径を有する生成物も吸油性硬化材として利用で
きる。これらの造粒物をアスフアルト混合物中に
混入すると造粒物が粒状(顆粒状を含む、以下同
じ)または顆粒状であるためベアリング効果を発
揮し、混合物中への分散ならびに敷設が非常にし
やすい利点と、特に高温時の吸油性能が大きいた
め、わだち掘れ防止効果が著しく増大する特徴を
具備している。 また上記粉状体を攪拌混合する際に、混和剤を
添加した水を加えることで、最適散水量を10〜20
%減した散水量にすることにより、粉状体の強度
発現の増大と細孔空隙の増加による吸油性能が向
上する。そこで本発明は、粒子の表面被覆材とし
て粉末ゴムまたは熱可塑性樹脂粉末または両者の
混合物を上記造粒物製造時に表面に所定量付着さ
せることにより、アスフアルトプラントでミキサ
ーに投入して混合時に前記のゴムまたは樹脂の分
散性が著しく向上し、品質の安定したアスフアル
ト混合物が得られ、かつ水硬性粉状体の高い吸油
性と有機質物の有する感温性、弾性およびじん性
が相乗的に有効に作用し、従来の改質アスフアル
トにみられない低価格で、かつわだち掘れ防止効
果を大きく発揮する性能を具備している。 本造粒方法によれば種石を造粒物の核とし、そ
の核の周りに吸油性の粒状体を吸着または付着さ
せているため、造粒物自身が非常にポーラスな構
造体となつている。 つぎに、実施例をあげて本発明を説明する。 1 原料 (1) 吸油性の高い水硬性粉状体 ポルトランドセメント、高炉セメント、高
炉鉱さい粉末および石膏の1種またはそれ以
上を使用する。 (2) 種石 種石は10mm以下の粒度範囲の天然骨材また
は人工骨材を使用する。ここで人工骨材の性
状の一例は表−3に示す。 (3) 表面被覆材 ゴム粉末または熱可塑性樹脂粉末または両
者の混合物よりなる表面被覆材を使用する。 2 吸油性硬化材の製造条件 上記水硬性粉状体単味、またはこれと種石と
を0.3〜0.7:0.7〜0.3(重量比)の割合で混合
し、原料に適量の水を噴霧状に散水するか、ま
たは適量の水またはその一部をあらかじめ種石
に含水させた後、攪拌造粒し粒状に仕上げた
後、20mm篩で篩分けを行い、粒径20mm以下のも
のを製品とする場合と、粒径20mm以上のものは
20mm以下に破枠し上記のものと同様に製品とす
る。さらに表面被覆を施すには、上記製造工程
の造粒時または篩分け前後に造粒物の表面水分
を利用して適量のゴム粉末または樹脂粉末また
はこれらの混合物よりなる表面被覆材を添加被
覆する。 散水量は水硬性粉状体単味の場合は造粒条件
にかんがみ全体量の10〜16%程度、水硬性粉状
体と種石とから成る場合には8〜12%程度が適
当であり、散水量は造粒物が豆板状にならない
ことを目安とする。 また散水量を減じるための混和剤、例えば減
水剤またはAE減水剤を添加する場合には上記
散水量の10〜20%減じた散水量となる。 3 製造された吸油性硬化材の試験成績 つぎの7種類の配合のものについて試験を行
つた。 (1) 配合 原料の配合を表−1に示す。
[Industrial Application Field] The present invention aims to improve the flow resistance of asphalt pavement by making the surface of granules made of hydraulic powder with high oil absorption and hardenability, which is added to asphalt mixtures, elastic and temperature sensitive. The present invention relates to an oil-absorbing curing material coated with a rubber or resin having a high viscosity and a method for producing the same. [Conventional technology and its problems] Rutting has become a major problem in asphalt pavement damage in recent years. The main cause is
Due to the increase in traffic volume, larger vehicles, fixed passing positions, and the quality of asphalt mixtures, road surface deformations in the form of bands in the longitudinal direction of roads are occurring frequently. Ruts have a severe negative impact on the road environment and traffic safety, such as water splashing on roadsides and users, reduced skid resistance due to the hydroplane phenomenon when driving on expressways, and difficulty in driving. . The causes of ruts include external factors such as the quality and quantity of traffic and environmental conditions such as temperature, and internal factors such as pavement structure. In addition, when viewed from the perspective of phenomena, this can be roughly divided into permanent deformation in each layer including the subgrade, and compression, flow, and wear mainly in the ascon layer. Countermeasures for these are different; the former requires structural reinforcement and improved construction methods, and the latter, permanent deformation in the ascon layer accounts for a high proportion of rutting, and can be characterized as a viscoelastic body. Measures need to be taken in terms of materials and construction. According to the Asphalt Pavement Guidelines revised in June 1973, as a measure against flow, a special mixture is required to be designed for areas where ruts are concentrated. According to this, the quality of asphalt is generally modified with rubber or resin, or
Alternatively, try to deal with ruts by using asphalt with low penetration, that is, hard asphalt, reducing the temperature sensitivity due to the temperature-viscosity relationship of asphalt cement, and increasing the adhesion between aggregate particles. It is believed that. However, modified asphalt is expensive, and especially in the case of rubber-containing asphalt, the quality of the asphalt mixture and the amount of rubber added tend to vary. Furthermore, resin-filled asphalt has the disadvantage that it often fails to produce the expected results due to poor workability and poor dispersibility of the resin, and further improvements are desperately needed (note that Japanese Patent Application Laid-Open No. 55 In No. 9934, a method was proposed to stabilize the paved road surface by absorbing light oil in the asphalt after it was paved). [Means for Solving the Problem] As a result of repeated research in view of the current state of the technology as described above, the present inventor has discovered that hydraulic powder, a seed stone serving as a core, is mixed with an appropriate amount of water or water to which an admixture has been added. Mix and granulate with
Furthermore, it has been discovered that the problems of the prior art can be substantially or largely eliminated when coated with powdered rubber or thermoplastic resin powder or a mixture of both. That is, the present invention provides the following oil-absorbing curing material for asphalt pavement resistance to flow and its manufacturing method. The present invention provides a surface of a granular material formed by agitating and mixing a hydraulic powder and an appropriate amount of water or water to which an admixture has been added, and a surface made of a single resin or rubber or a mixture of the two. Particle size 20 with coating
It is an oil-absorbing curing material for flow resistance of granular or granular asphalt pavement of 1 mm or less in size, and the surface coating is made of resin or rubber alone or a mixture of both during or after mixing and granulation of hydraulic powder. This is a method for producing an oil-absorbing hardening material for flow resistance of asphalt pavement, which is characterized by adding a material to form a coating on the surface of the granulated particles. By setting the maximum particle size above to 20 mm, it can also be used in the chipping method, in which the asphalt pavement is sprayed and press-fitted, and by increasing the amount of sprayed per unit area, it has an improvement effect (improved dynamic stability). ) can be made sufficient. The oil-absorbing hardening material of the present invention is obtained by hydrating and granulating a hydraulic powder with high oil-absorbing properties, and its physical properties, particularly compressive strength, are equal to or higher than those of aggregate for asphalt, and When a core seed stone is added to a hydraulic powder that absorbs a large amount of light oil in an asphalt mixture and has oil-absorbing properties, the powder and the seed stone are sufficiently tightly adsorbed or adhered to each other. obtain. In addition, a product having a particle size smaller than the predetermined particle size of this product in the absence of the seed stone can also be used as an oil-absorbing hardening material. When these granules are mixed into an asphalt mixture, they exhibit a bearing effect because they are granular (including granules, the same applies hereinafter) or granular, and have the advantage of being very easy to disperse and lay in the mixture. Because of its high oil absorption performance, especially at high temperatures, it has the characteristic of significantly increasing its rutting prevention effect. In addition, when stirring and mixing the above powder, by adding water to which an admixture has been added, the optimum watering amount can be adjusted to 10 to 20%.
By reducing the amount of water sprayed by %, the oil absorption performance is improved by increasing the strength of the powder and increasing the pore space. Therefore, the present invention provides a surface coating material for particles by attaching a predetermined amount of powdered rubber, thermoplastic resin powder, or a mixture of both to the surface of the granules during production of the granules, which are then introduced into a mixer in an asphalt plant and used during mixing. The dispersibility of the rubber or resin is significantly improved, and an asphalt mixture with stable quality is obtained, and the high oil absorption of the hydraulic powder and the temperature sensitivity, elasticity, and toughness of the organic material are synergistically effective. It has a low price compared to conventional modified asphalt, and has the ability to greatly prevent ruts. According to this granulation method, the seed stone is used as the core of the granule, and the oil-absorbing granules are adsorbed or attached around the core, so the granule itself becomes a very porous structure. There is. Next, the present invention will be explained by giving examples. 1 Raw materials (1) Hydraulic powder with high oil absorption One or more of Portland cement, blast furnace cement, blast furnace slag powder, and gypsum is used. (2) Seed stone The seed stone should be natural aggregate or artificial aggregate with a particle size of 10 mm or less. An example of the properties of the artificial aggregate is shown in Table 3. (3) Surface covering material A surface covering material made of rubber powder, thermoplastic resin powder, or a mixture of both shall be used. 2. Conditions for producing oil-absorbing hardening material: Mix the above-mentioned hydraulic powder alone or with seed stone at a ratio of 0.3 to 0.7:0.7 to 0.3 (weight ratio), and spray an appropriate amount of water onto the raw material. Sprinkle with water or pre-impregnate the seed stone with an appropriate amount of water or a portion thereof, then stir and granulate it into granules, then sieve through a 20 mm sieve to produce products with a particle size of 20 mm or less. If the particle size is 20mm or more,
Break the frame to 20mm or less and make it into a product in the same way as above. In order to further apply a surface coating, an appropriate amount of a surface coating material made of rubber powder, resin powder, or a mixture thereof is added and coated using the surface moisture of the granules during granulation in the above manufacturing process or before and after sieving. . The amount of water to be sprinkled is approximately 10 to 16% of the total amount when using only hydraulic powder, taking into account the granulation conditions, and approximately 8 to 12% when consisting of hydraulic powder and seed stone. The amount of water to be sprinkled should be determined so that the granules do not become plate-like. Further, when an admixture for reducing the amount of water to be sprinkled, such as a water reducing agent or an AE water reducing agent, is added, the amount of water to be sprinkled is reduced by 10 to 20% of the above amount. 3 Test results of manufactured oil-absorbing curing materials Tests were conducted on the following seven types of formulations. (1) Composition The composition of raw materials is shown in Table-1.

【表】 ○印は種石または表面被覆材
を使用したことを示す
(2) 吸油性硬化材の吸水および吸油性能 水硬性粉状体(実施例1および2)の吸水
性および未水和時と水和時の吸油性能を普通
ポルトランドセメントおよびアスフアルト混
合物に添加される石粉のそれと比較し表−2
に示す。
[Table] ○ mark indicates that seed stone or surface coating material was used.
(2) Water absorption and oil absorption performance of oil-absorbing hardening materials The water absorption and oil-absorption performance of hydraulic powders (Examples 1 and 2) when unhydrated and when hydrated are measured when they are added to ordinary Portland cement and asphalt mixtures. Table 2 Comparison with that of stone powder
Shown below.

【表】 上記の表から明らかなように、吸水性の大
きい粉状体(例えば石粉)の吸油性が必ずし
も大きいとは言えないと考えられる。 しかしながら、本発明による吸油性硬化材
は実施例1および2は水硬性粉状体を水和し
た後に、アスフアルト舗装路面の耐流動対策
として使用するものであり、吸油性能を普通
ポルトランドセメントや石粉の未水和時と、
実施例1および2の水和時の値とにより比較
すると、約1.5〜2倍の吸油性能を示してい
る。この大きい吸油性能を具備する吸油性硬
化材がアスフアルト混合物中の軽質油分を吸
油し、アスフアルト舗装体の耐流動性を向上
する効果を奏するものである。
[Table] As is clear from the above table, it cannot be said that powdery materials with high water absorption (for example, stone powder) necessarily have high oil absorption. However, in Examples 1 and 2, the oil-absorbing hardening material according to the present invention is used as a flow-proofing measure for asphalt pavement after hydrating hydraulic powder, and the oil-absorbing performance is comparable to that of ordinary Portland cement or stone powder. When unhydrated and
When compared with the hydrated values of Examples 1 and 2, the oil absorption performance is about 1.5 to 2 times higher. This oil-absorbing curing material with high oil-absorbing performance absorbs light oil in the asphalt mixture and has the effect of improving the flow resistance of the asphalt pavement.

【表】 (3) 吸油性硬化材の全空隙量 表−1に示した配合で、実施例3、4、5
および実施例6のの全空隙量を測定し表−4
に示す。
[Table] (3) Total void volume of oil-absorbing curing material Examples 3, 4, and 5 with the formulation shown in Table-1.
The total void volume of Example 6 was measured and Table 4
Shown below.

【表】 4 吸油性硬化材を添加したアスフアルト混合物
の性状 (1) 吸油性硬化材の粒度と混合物のマーシヤル
安定度の関係 アスフアルト混合物は、アスフアルト舗装
要綱による密粒度アスコン(M−13)とし、
吸油性硬化材粒度を変えた場合のマーシヤル
値の経時変化との関係を表−5に示す。 試験条件はマーシヤル突固め回数両面75
回、混合温度165±5℃、転圧温度145±5
℃、養生温度は60±1℃で行つた。
[Table] 4 Properties of asphalt mixture to which oil-absorbing hardening agent has been added (1) Relationship between particle size of oil-absorbing hardening agent and marshal stability of the mixture The asphalt mixture is a dense-grained Asphalt mixture (M-13) according to the Asphalt Paving Guidelines.
Table 5 shows the relationship between changes in the marshal value over time when the particle size of the oil-absorbing curing material was changed. The test conditions are 75 times of marshal tamping on both sides.
times, mixing temperature 165±5℃, rolling temperature 145±5
℃, and the curing temperature was 60±1℃.

【表】【table】

【表】 表−5で明らかなように、粒度の異なる吸
油性硬化材を添加したアスフアルト混合物の
マーシヤル値はほぼ同等であり、粒度の影響
はほとんど無く、吸油性硬化材を添加した混
合物は無添加に比較し耐流動性等に有効であ
る空隙率、飽和度、安定度ならびにS/Fが
優つている。 (2) ホイールトラツキング試験 アスフアルト混合物はアスフアルト舗装要
綱による密粒度アスコン(M−13)とし、粒
度および添加量の異なる吸油性硬化材添加混
合物の60℃の養生条件で経日後のホイールト
ラツキング試験を行つた。その結果を表−6
および第1図に示す。 供試体の作成および走行試験等は建設省土
木研究所法(案)に準じて行つた。なお、混
合温度は165±5℃、締固め温度145±5℃、
養生温度は60±1℃で行つた。
[Table] As is clear from Table 5, the marshall values of asphalt mixtures to which oil-absorbing hardening agents of different particle sizes were added are almost the same, and there is almost no effect of particle size, and the mixtures to which oil-absorbing hardening agents are added have no effect. Compared to additives, it is superior in porosity, saturation, stability, and S/F, which are effective for flow resistance. (2) Wheel tracking test The asphalt mixture was a dense-grained Asphalt (M-13) according to the Asphalt Paving Guidelines, and a wheel tracking test was carried out after aging under 60°C curing conditions for oil-absorbing curing agent mixtures with different particle sizes and addition amounts. I went there. Table 6 shows the results.
and shown in FIG. Preparation of the specimen and running tests were carried out in accordance with the Civil Engineering Research Institute Act (draft) of the Ministry of Construction. The mixing temperature is 165±5℃, the compaction temperature is 145±5℃,
The curing temperature was 60±1°C.

【表】【table】

【表】 第1図は表−6に示すホイールトラツキン
グ試験の結果を示す図であつて、動的安定度
と養生日数との関係(養生温度60±1℃)を
示したものである。 第1図中 曲線×−×は供試体番号5 曲線●−●は供試体番号2 曲線○†ぁ檗
[Table] Figure 1 shows the results of the wheel tracking test shown in Table 6, and shows the relationship between dynamic stability and curing days (curing temperature 60±1°C). In Fig. 1, the curve ×-× is specimen number 5. The curve ●-● is specimen number 2. The curve ○†a-ku.

Claims (1)

【特許請求の範囲】 1 水硬性粉状体と適量の水、または混和剤を添
加した水とを攪拌混合し造粒してなる粒状体の表
面に、樹脂またはゴムの単味または両者の混合物
よりなる表面被覆材を設けた、粒径が20mm以下の
粒状または顆粒状のアスフアルト舗装の耐流動用
吸油性硬化材。 2 上記粒状体は、内部に核となる種石を有する
特許請求の範囲第1項に記載のアスフアルト舗装
の耐流動用吸油性硬化材。 3 水硬性粉状体の混合造粒時または造粒後に樹
脂またはゴムの単味または両者の混合物よりなる
表面被覆材を加えて、造粒した粒子表面にこれら
の被膜を形成させることを特徴とするアスフアル
ト舗装の耐流動用吸油性硬化材の製造方法。
[Scope of Claims] 1 A single resin or rubber, or a mixture of both, is applied to the surface of a granulated material obtained by stirring and mixing a hydraulic powder and an appropriate amount of water or water to which an admixture has been added. An oil-absorbing curing material for flow-resistant asphalt pavement in the form of particles or granules with a particle size of 20 mm or less, provided with a surface coating material consisting of: 2. The oil-absorbing curing material for flow resistance of asphalt pavement according to claim 1, wherein the granules have a seed stone serving as a core inside. 3. A surface coating material made of resin or rubber or a mixture of both is added during or after mixing and granulation of the hydraulic powder to form a coating on the surface of the granulated particles. A method for producing an oil-absorbing hardening material for flow resistance of asphalt pavement.
JP7266881A 1981-05-14 1981-05-14 Production of asphalt paved flow resistant oil absorbable cured material Granted JPS57187402A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP7266881A JPS57187402A (en) 1981-05-14 1981-05-14 Production of asphalt paved flow resistant oil absorbable cured material

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP7266881A JPS57187402A (en) 1981-05-14 1981-05-14 Production of asphalt paved flow resistant oil absorbable cured material

Publications (2)

Publication Number Publication Date
JPS57187402A JPS57187402A (en) 1982-11-18
JPH0220762B2 true JPH0220762B2 (en) 1990-05-10

Family

ID=13495966

Family Applications (1)

Application Number Title Priority Date Filing Date
JP7266881A Granted JPS57187402A (en) 1981-05-14 1981-05-14 Production of asphalt paved flow resistant oil absorbable cured material

Country Status (1)

Country Link
JP (1) JPS57187402A (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6092501A (en) * 1983-10-24 1985-05-24 山崎 茂 Present position improvement in existing goose asphalt pavement

Also Published As

Publication number Publication date
JPS57187402A (en) 1982-11-18

Similar Documents

Publication Publication Date Title
US6869473B2 (en) Cementicious materials including stainless steel slag and geopolymer
US7141112B2 (en) Cementitious materials including stainless steel slag and geopolymers
Beeghly Recent experiences with lime-fly ash stabilization of pavement subgrade soils, base and recycled asphalt
US3635742A (en) Calcining alkaline earth metal chlorides with cellulose and admixing with portland cement
CN101323516B (en) Rubber modified solidified soil, and preparing and construction method
JPH01174703A (en) Wear-resistant pavement structure
CN107117916A (en) A kind of powder soil solidification additive for roadbase
JPH0813413A (en) Improvement method for poor subgrade soil
CA1333446C (en) Stabilizing road base composition and method for preparing same
MXPA05005424A (en) Method for producing a bituminous mix, in particular by cold process, and bituminous mix obtained by said method.
JPH0220762B2 (en)
CN105330552A (en) New cationic asphalt emulsifier preparation method and application
JP3885950B2 (en) Epoxy asphalt concrete composition for paving
JP2002146709A (en) Water permeable base material utilizing reclaimed aggregate
JP4217133B2 (en) Water retention pavement structure
JPH09273105A (en) Cast-in-place water permeable concrete pavement and its execution method
JPH09132442A (en) Admixture for producing heavy concrete and production of heavy concrete
CN112301821A (en) Geopolymer stabilized base layer and construction process thereof
JPH0830321B2 (en) Paving material
KR102261592B1 (en) Soil concrete modifier And concrete Mixture containing the same
SU576297A1 (en) Construction mix for automobile road bed
JPS6220323B2 (en)
JPH0264045A (en) Composition for pavement having water permeability, wear resistance and high strength
JPH0393657A (en) Hydraulic paving material
KR100916938B1 (en) Paving material composition comprising yellow soil with pro-environmental property, elasticity and excellent durability and method of paving road by using the same