JPH0216352B2 - - Google Patents

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Publication number
JPH0216352B2
JPH0216352B2 JP57163395A JP16339582A JPH0216352B2 JP H0216352 B2 JPH0216352 B2 JP H0216352B2 JP 57163395 A JP57163395 A JP 57163395A JP 16339582 A JP16339582 A JP 16339582A JP H0216352 B2 JPH0216352 B2 JP H0216352B2
Authority
JP
Japan
Prior art keywords
grout
water glass
solution
permeable
ground
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
JP57163395A
Other languages
Japanese (ja)
Other versions
JPS5953584A (en
Inventor
Shunsuke Shimada
Kenji Kashiwabara
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.)
Kyokado Engineering Co Ltd
Original Assignee
Kyokado Engineering 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 Kyokado Engineering Co Ltd filed Critical Kyokado Engineering Co Ltd
Priority to JP57163395A priority Critical patent/JPS5953584A/en
Publication of JPS5953584A publication Critical patent/JPS5953584A/en
Publication of JPH0216352B2 publication Critical patent/JPH0216352B2/ja
Granted legal-status Critical Current

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  • Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)
  • Soil Conditioners And Soil-Stabilizing Materials (AREA)

Description

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

本発明は軟弱あるいは漏水地盤を均一に、しか
も強固に固結ないしは止水する薬液注入工法に関
する。 軟弱地盤は通常、粗粒土部分と細粒土部分が複
雑に介在して形成された軟弱な地盤で、このよう
な地盤は該地盤内に注入薬液を注入して均質に固
結させることが必要である。 また、最近の建設工事における環境保全、水質
保全の問題から注入した水ガラスグラウトが注入
対象範囲外へ逸脱することなく、注入した地点で
確実に固結することが公害防止の点から望まれ
る。 この目的達成のために多重管を用いて浸透性の
悪い瞬結グラウトによつて注入管まわりの空隙を
填充してパツカーを形成することにより注入した
グラウトの逸脱を防ぎ、引続いて浸透性のよいグ
ラウトを重ね合せて注入した浸透性の悪いグラウ
トが浸透しえなかつた細い部分に浸透性の良いグ
ラウトが粒子間浸透して固結しうるようにして注
入対象領域を確実に浸透固結する工法(複合注入
工法)の開発がなされている。 本発明は上記工法において浸透性の悪いグラウ
ト(以下単に「瞬結性グラウト」と記す)と浸透
性の良いグラウト(以下単に「浸透性グラウト」
と記す)に係るもので、両者の組合せによつて複
合注入工法の持つ効果を一層顕著に発揮せしめた
ものである。瞬結性グラウト、浸透性グラウト共
に酸性反応剤に水ガラス水溶液を添加混合して得
られる強酸性の水ガラス溶液(以下単に「強酸性
水ガラス溶液」と記す)を基本として、これに水
ガラス水溶液を組合せた液を合流混合せしめてPH
を8.5〜10.5のアルカリ領域に調整して短いゲル
化時間を維持せしめたグラウトを瞬結グラウト、
PHを非アルカリ性即ち8以下好ましくは5以下更
に好ましくは2.5〜5.0の酸性領域に調整して長い
ゲル化時間を維持せしめたグラウトを浸透性グラ
ウトとする。 瞬結性グラウトについては、次のような優れた
性質がみられる。 (1) 無機系硬化剤による従来のアルカリ領域での
固結に比べて離漿水が少く固結率が良好であ
る。従つてアルカリの溶脱が少く、固結強度に
おいても優れている。 (2) 強酸性水ガラス溶液を水ガラス或はアルカリ
剤で中性ないしは強酸領域で固結させる方法に
比べて瞬結状態を維持する範囲が広く調製が容
易である。 浸透性グラウトは非アルカリ性域好ましくは酸
性域での注入薬液であるため、ゲル化に至るまで
の粘性が低く浸透性に優れゲル化時間は数分から
数時間という広範囲の領域にわたつている。ゲル
化時間は長いにも拘ず離漿水は少く従つて固結
率、固結強度においても共に優れている。 しかし、ここで瞬結性グラウト自体は弱アルカ
リ性を呈しており、優れた固結性を有するけれど
もアルカリ分の溶脱が全く皆無とは断言し切れな
い。又、浸透性グラウト自体は中性から酸性を呈
しており、それ自体遅かれ早かれ必ず固結すると
はいえ、それ単独で注入した場合は固結に至るま
での間に粗い部分や注入管まわりから逸脱する危
険がある。 瞬結性グラウトと浸透性グラウトを同一注入領
域に重ね合せて注入する所謂複合注入工法におい
ては例えば、多重管と注入孔壁の間隙或は注入孔
まわりの弱い部分、粗い部分を中心として瞬結性
グラウトを填充して後、浸透性グラウトを注入す
るものであるから、瞬結性グラウトと浸透性グラ
ウトが互いに接触しあう間に瞬結性グラウトのア
ルカリ分によつて浸透性グラウトが弱アルカリ性
側にPHが移向してゲル化が促進されるか或は浸透
性グラウトの酸性分と中和反応を起して瞬結性グ
ラウトはアルカリ分が消費されてアルカリ分の溶
脱の懸念は全くなくなる。 又、浸透性グラウトは酸性領域から中性領域へ
或は中性領域から弱アルカリ域へと移行し続け
て、ゲル化時間は短縮してより強固に固結するた
め逸脱する事なく瞬結性グラウトが浸透しきれな
い細い部分に粒子間浸透して固結する。 このように、瞬結性グラウト、浸透性グラウト
それ自体それなりに優れた性質を有する上に両者
の接触作用によつてより優れた効果を発揮できる
ものである。 以下、実施例を示しながら具体的に詳述する。 固結率とは、固結した容積の全容積に対する百
分率を示す。 表−1に広範囲にわたる強酸性水ガラス溶液
(A液)に水ガラス水溶液(B液)を加えた場合
のPHに対するゲル化時間、固結率、ホモゲル一軸
圧縮強度を示す。
The present invention relates to a chemical injection method for uniformly and strongly consolidating or stopping water in soft or leaking ground. Soft ground is usually formed by a complex interposition of coarse-grained soil and fine-grained soil, and it is difficult to homogeneously solidify such ground by injecting an injection chemical into the ground. is necessary. In addition, due to the recent environmental conservation and water quality conservation issues in construction work, it is desired from the viewpoint of pollution prevention that the injected water glass grout solidify reliably at the point where it is injected without deviating from the injection target area. To achieve this objective, multiple tubes are used to fill the voids around the injection tube with low-permeability flash setting grout to form a packer, which prevents the injected grout from slipping out, and subsequently The grout with good permeability penetrates between the particles and solidifies in the thin areas where the grout with poor permeability could not penetrate, which is injected by overlapping the good grouts, thereby ensuring that the area to be injected is infiltrated and solidified. A construction method (composite injection method) is being developed. The present invention uses grout with poor permeability (hereinafter simply referred to as "instant setting grout") and grout with good permeability (hereinafter simply referred to as "permeable grout") in the above construction method.
), and the combination of the two makes the effects of the composite injection method even more pronounced. Both instant setting grout and permeable grout are based on a strongly acidic water glass solution (hereinafter simply referred to as "strongly acidic water glass solution") obtained by adding and mixing an aqueous water glass solution to an acidic reactant. PH by mixing the combined aqueous solutions together.
Grout that maintains a short gelation time by adjusting it to an alkaline range of 8.5 to 10.5 is used as flash-setting grout.
A grout whose pH is adjusted to a non-alkaline state, that is, an acidic range of 8 or less, preferably 5 or less, and more preferably 2.5 to 5.0, and which maintains a long gelation time, is referred to as a permeable grout. Instant setting grout has the following excellent properties. (1) Compared to conventional caking in the alkaline region using an inorganic curing agent, there is less syneresis water and the caking rate is good. Therefore, there is little alkali leaching and the solidification strength is also excellent. (2) Compared to the method of solidifying a strongly acidic water glass solution with water glass or an alkaline agent in a neutral or strong acid region, the instant solid state can be maintained over a wider range and preparation is easier. Since permeable grout is a chemical solution injected in a non-alkaline region, preferably an acidic region, it has low viscosity and excellent permeability until gelation occurs, and the gelation time ranges over a wide range from several minutes to several hours. Although the gelation time is long, there is little syneresis water, and therefore both the consolidation rate and consolidation strength are excellent. However, the instant setting grout itself exhibits weak alkalinity, and although it has excellent setting properties, it cannot be said with certainty that there is no leaching of alkaline components. In addition, the permeable grout itself is neutral to acidic, and although it will inevitably solidify sooner or later, if it is injected alone, it may deviate from rough areas or around the injection pipe before solidifying. There is a risk of In the so-called composite injection method in which instant setting grout and permeable grout are injected in the same injection area, for example, instant setting is performed mainly in the gap between the multiple pipes and the injection hole wall, or in weak or rough areas around the injection hole. Since the permeable grout is injected after filling with the permeable grout, the permeable grout becomes slightly alkaline due to the alkaline content of the permeable grout while the permeable grout and the permeable grout are in contact with each other. The PH shifts to the side, promoting gelation, or a neutralization reaction occurs with the acidic content of the permeable grout, and the alkaline content of instant-setting grout is consumed, so there is no concern about leaching of the alkaline content. It disappears. In addition, permeable grout continues to move from an acidic region to a neutral region or from a neutral region to a slightly alkaline region, shortening the gelation time and solidifying more firmly, so it can quickly set without deviation. It penetrates between particles and solidifies in the narrow areas where grout cannot penetrate. As described above, the instant setting grout and the permeable grout have excellent properties in themselves, and even more excellent effects can be exerted by the contact action between the two. Hereinafter, the present invention will be specifically explained in detail while showing examples. The consolidation rate indicates the percentage of the consolidated volume to the total volume. Table 1 shows the gelation time, consolidation rate, and homogel uniaxial compressive strength with respect to pH when a water glass aqueous solution (solution B) is added to a wide range of strongly acidic water glass solutions (solution A).

【表】 ここでA液の強酸性水ガラス溶液は硫酸水溶液
中に水ガラスの水溶液を加えて最終的に表に示さ
れるような配合のものを調製した。 表−1から実験No.5〜10,13,14のA・B合流
液のPHが8.5〜10.5位の範囲では殆んど瞬結状態
が容易に得られ、離漿水も少く、従つて固結率は
良好でホモゲル強度も高く極めて安定した固結体
が得られている。A・B合流液のPHが酸性に移行
するにつれて(実験No.1〜3,12)ゲル化時間は
長びき、常に一定した瞬結状態の固結体は得られ
ない。 実験No.11,15のA・B合流液が強アルカリ性
(PH>10.6)となると瞬結状態を得ることは出来
ないのは勿論、固結率、ホモゲル一軸圧縮強度共
極端に低下する。 本発明における瞬結性グラウトは所謂表−1に
おける実験No.5〜10,13,14,18〜20の範囲のグ
ラウトを使用するものである。表−1における強
酸性水ガラス溶液(A液)に水ガラス又はアルカ
リ反応剤(C液)を合流せしめてPHを非アルカリ
性に調整した所謂本発明における浸透性グラウト
の実験例を表−2に示す。又中性域の例は表−1
から知ることが出来る。
[Table] Here, the strongly acidic water glass solution of solution A was prepared by adding an aqueous solution of water glass to an aqueous sulfuric acid solution to have the final composition shown in the table. Table 1 shows that in experiments No. 5 to 10, 13, and 14, when the pH of the combined liquids of A and B is in the range of 8.5 to 10.5, almost instantaneous setting can be easily obtained, and there is little syneresis water. The solidification rate was good, the homogel strength was high, and an extremely stable solidified body was obtained. As the pH of the A/B combined solution becomes more acidic (Experiments Nos. 1 to 3 and 12), the gelation time becomes longer, and a solid in a constant instant solid state cannot be obtained. When the combined liquids of A and B in Experiment Nos. 11 and 15 become strongly alkaline (PH > 10.6), it is of course impossible to obtain an instant solid state, and both the solidification rate and homogel uniaxial compressive strength are extremely reduced. The instant setting grout used in the present invention is the grout in the range of Experiment Nos. 5 to 10, 13, 14, and 18 to 20 in Table 1. Table 2 shows experimental examples of the so-called permeable grout according to the present invention, in which the pH was adjusted to non-alkaline by combining the strongly acidic water glass solution (Liquid A) in Table 1 with water glass or an alkaline reactant (Liquid C). show. Examples of neutral range are shown in Table 1.
You can know from.

【表】 表−2においてA・C合流液はPHが5以下のも
のは何れもゲル化に到達する直前までは極めて低
粘性で5C・P・S以下の粘度を示し、浸透性に
優れていることがわかつた。ゲル化時間はPHが5
以上(実験No.22,27,32)では1〜2分又はそれ
以下で浸透性グラウトとしてはゲル化がやゝ早め
になるし、逆にPHが2.5以下(実験No.26,31,39)
では数時間以上のゲル化時間でゲル化がやゝ遅す
ぎるきらいがあるので浸透性グラウトはPHが非ア
ルカリ域即ちPHが8以下好ましくはPHが5以下、
最も好ましくはPHが5〜2.5の範囲がよい事が判
る。 表−1におけるA−B合流液(瞬結性グラウ
ト)の固結体をつくつて、該固結体を同容積の表
−2のA−C合流液(浸透性グラウト)中に浸漬
して接触せしめ、その時の固結体並びに浸透液
(A−C合流液)の物性を測定した結果を表−3
に示す。
[Table] In Table 2, any combined liquid of A and C with a pH of 5 or less shows an extremely low viscosity of 5C/P/S or less until just before it reaches gelation, and has excellent permeability. I found out that there was. Gelation time is PH 5
In the above cases (Experiments Nos. 22, 27, 32), gelation occurs rather quickly for a permeable grout in 1 to 2 minutes or less, and conversely, the pH is below 2.5 (Experiments Nos. 26, 31, 39). )
However, gelation tends to be too slow with gelation time of several hours or more, so the pH of permeable grout should be in the non-alkaline range, i.e. 8 or less, preferably 5 or less.
It can be seen that the pH is most preferably in the range of 5 to 2.5. A solidified body of the A-B combined liquid (instant setting grout) in Table-1 is made, and the solidified body is immersed in the same volume of the A-C combined liquid (permeable grout) in Table-2. Table 3 shows the results of measuring the physical properties of the solids and the penetrating liquid (A-C combined liquid) at that time.
Shown below.

【表】 瞬結性グラウト()と浸透性グラウト()
の組合せの数は多いがその一部を表−3に記載し
た。()の固結体を()の浸透性グラウト中
に浸漬した後はPHは()の固結体においてはア
ルカリ側から中性へと、又()の浸透性グラウ
トでは酸性側から中性へと移行して()の固結
体の強度は強化し、浸透性グラウトのゲル化時間
は短縮される。 このように瞬結性グラウトと浸透性グラウトの
組合せによつて注入対象地盤をより強固に且つ確
実に固結する期待が待てる。従つて注入対象地盤
外へ逸脱する懸念も一層減少するものである。 表−3から瞬結性グラウト()のPHが8.5以
下(実験No.34,35,38,40),10.5以上(実験No.
38,43)でも浸透性グラウト()との接触によ
つて中性へ近ずくが、浸透性グラウト()との
組合せによつては中性領域をはずれる恐れもあり
(実施No.34,38,39,40,43)又は浸透性グラウ
ト()のPHが2.5〜5.0の範囲を逸脱すると浸透
性グラウト自体が中性領域に達しえないことも考
慮し、本願発明では最も確実に中性領域を保持す
るPH範囲に限定した。これによつて強度の増大は
より確実になるし、浸透性グラウトにおいては可
成り長時間のゲル化時間のものであつてもゲル化
時間の短縮が可能で、しかも充分な浸透固結をは
かることができる。 実験例では水ガラスとしてモル比3.5の水ガラ
スを、アルカリ反応剤としては重炭酸ナトリウム
を例示したが、水ガラスとしては、この他モル比
が1〜5付近の各種の水ガラス又、アルカリ反応
剤としては、重炭酸ナトリウムの他、重炭酸カリ
ウム、炭酸ナトリウム、炭酸カリウム、炭酸カル
シウム、炭酸マグネシウム、苛性ソーダ、苛性カ
リ等の一般のアルカリ剤を使用することもでき
る。実際の施工にあたつては多重管からなる注入
管を地盤中に挿入し、常に強酸性水ガラス溶液を
一管より連続して送り込み、該強酸性水ガラス溶
液に合流混合した場合、合流液のPHが8.5〜10.5
の範囲を常に維持するように調整された水ガラス
水溶液を他管より送り込んで注入管先端部で強酸
性水ガラス溶液に合流混合せしめて地盤に注入す
る。該合流液は所謂瞬結性グラウトである。次に
強酸性水ガラス溶液に合流混合した場合、合流液
のPHが非アルカリ性の範囲を常に維持するように
調整された水ガラス水溶液、アルカリ反応剤又は
この両者の組合せによりなる液を他管より送り込
んで注入管先端部で強酸性水ガラス溶液に合流混
合せしめて地盤に注入する。 該合流液は所謂浸透性グラウトである。このよ
うにして、強酸性水ガラス溶液を基本として瞬結
性グラウトと浸透性グラウトを用い、注入管を移
動することによつて注入ステージを移動させなが
ら、まず、瞬結性グラウトを地盤に注入して、注
入管と地盤との間隙及びステージを移動する結果
生ずる注入管まわりの間隙にパツカー効果のある
固結体のシールを形成し、これによつて浸透性グ
ラウトが注入管まわりの間隙に沿つて漏出するの
を予め防ぐと共に、該ステージ付近の粗い部分や
弱い部分や層の境界面に瞬結性グラウトを注入し
て、浸透性グラウトが所定範囲外へ逸脱しないよ
うに予め処理してから、瞬結性グラウトを注入し
た領域に該シールを破つて浸透性グラウトを重ね
合せて注入し、瞬結性グラウトが浸透しえなかつ
た細い部分に浸透性グラウトが粒子間浸透して固
結する。この際、PH8.5〜10.5の範囲にある瞬結
性グラウトと非アルカリ性の範囲にある浸透性グ
ラウトは相互間の接触作用によつて両グラウト共
に中性領域へPHは移行して瞬結性グラウトはより
強固に固結すると共に浸透性グラウトはゲル化時
間を短縮して所定範囲外への逸脱を防ぎ注入対象
地盤はより強固にしかも全領域を均質に固結する
ことができる。
[Table] Instant setting grout () and permeable grout ()
Although there are many combinations, some of them are listed in Table 3. After immersing the aggregate in () in the permeable grout in (), the pH changes from alkaline to neutral in the aggregate in (), and from acidic to neutral in the permeable grout in (). The strength of the aggregate () is strengthened and the gelation time of the permeable grout is shortened. In this way, the combination of instant setting grout and permeable grout is expected to solidify the ground to be poured more firmly and reliably. Therefore, there is a further reduction in the risk of deviation from the ground targeted for injection. Table 3 shows that the pH of instant setting grout () is 8.5 or less (Experiment No. 34, 35, 38, 40), 10.5 or more (Experiment No.
38, 43) also approaches neutrality by contact with permeable grout (), but depending on the combination with permeable grout (), there is a risk of leaving the neutral range (Practice No. 34, 38). , 39, 40, 43) or the permeable grout (2008), if the PH of the permeable grout (2000) deviates from the range of 2.5 to 5.0, the permeable grout itself cannot reach the neutral region. limited to a pH range that maintains This makes it possible to increase the strength more reliably, shorten the gelation time even if the gelation time is quite long for permeable grouts, and ensure sufficient permeation and consolidation. be able to. In the experimental example, water glass with a molar ratio of 3.5 was used as the water glass, and sodium bicarbonate was used as the alkaline reaction agent. In addition to sodium bicarbonate, common alkaline agents such as potassium bicarbonate, sodium carbonate, potassium carbonate, calcium carbonate, magnesium carbonate, caustic soda, and caustic potash can also be used as the agent. During actual construction, an injection pipe consisting of multiple pipes is inserted into the ground, and a strongly acidic water glass solution is constantly fed into the ground from one pipe, and when it is mixed with the strongly acidic water glass solution, the combined liquid pH of 8.5-10.5
A water glass aqueous solution adjusted so as to always maintain the above range is sent from another pipe, mixed with the strongly acidic water glass solution at the tip of the injection pipe, and then injected into the ground. The combined liquid is a so-called instant setting grout. Next, when the strongly acidic water glass solution is mixed with the water glass solution, a liquid made of a water glass solution, an alkaline reactant, or a combination of the two, which has been adjusted so that the pH of the combined liquid always remains in the non-alkaline range, is added from another tube. It is fed into the water, mixed with a strongly acidic water glass solution at the tip of the injection tube, and then injected into the ground. The combined liquid is a so-called permeable grout. In this way, using a strong acid water glass solution as a base, instant setting grout and permeable grout are first injected into the ground while moving the injection stage by moving the injection tube. to form a compact seal with a packer effect in the gap between the injection tube and the ground and in the gap around the injection tube resulting from moving the stage, thereby allowing the permeable grout to fill the gap around the injection tube. In addition to preventing leakage along the stage, instant setting grout is injected into rough areas, weak areas, and layer interfaces near the stage, and pretreatment is performed to prevent permeable grout from deviating outside the specified range. Then, the seal is broken into the area where the instant setting grout has been injected, and the permeable grout is injected in layers, and the permeable grout permeates between the particles and solidifies in the narrow areas where the instant setting grout could not penetrate. do. At this time, the PH of both grouts shifts to the neutral range due to mutual contact between the instant setting grout in the pH range of 8.5 to 10.5 and the permeable grout in the non-alkaline range, causing instant setting. The grout consolidates more firmly, and the permeable grout shortens the gelation time, prevents the grout from deviating outside the predetermined range, and makes the ground to be poured more solid and evenly consolidates the entire area.

Claims (1)

【特許請求の範囲】[Claims] 1 軟弱あるいは漏水地盤に固結薬液を注入して
該地盤を固結する地盤注入工法において、前記固
結薬液として酸性反応剤に水ガラス水溶液を混合
し、混合液のPH値が2以下、水ガラス含有量が20
容量%以上に調整して得られる酸性水ガラス水溶
液に、水ガラス含有量が20容量%以上の水ガラス
水溶液を合流し、合流液のPH値が8.5〜10.5の範
囲に調整して得られる注入薬液と、前記酸性水ガ
ラス水溶液に水ガラス水溶液またはアルカリ反応
剤を混合し、混合液のPH値が非アルカリ性の範囲
に、かつゲル化時間が前記注入薬液よりも長く調
整して得られる注入薬液とを併用して地盤に注入
することを特徴とする薬液注入工法。
1 In the ground injection method of injecting a solidifying chemical into soft or leaking ground to solidify the ground, a water glass aqueous solution is mixed with an acidic reactant as the solidifying chemical, and the PH value of the mixed liquid is 2 or less, water Glass content is 20
Injection obtained by combining a water glass aqueous solution with a water glass content of 20 volume % or more with an acidic water glass aqueous solution obtained by adjusting the water glass content to 20 volume % or more, and adjusting the PH value of the combined solution to a range of 8.5 to 10.5. An injection drug solution obtained by mixing a water glass solution or an alkaline reactant with the acidic water glass solution, adjusting the PH value of the mixed solution to a non-alkaline range, and adjusting the gelation time to be longer than the injection drug solution. A chemical injection method characterized by injecting chemicals into the ground in combination with.
JP57163395A 1982-09-20 1982-09-20 Grouting process Granted JPS5953584A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP57163395A JPS5953584A (en) 1982-09-20 1982-09-20 Grouting process

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP57163395A JPS5953584A (en) 1982-09-20 1982-09-20 Grouting process

Publications (2)

Publication Number Publication Date
JPS5953584A JPS5953584A (en) 1984-03-28
JPH0216352B2 true JPH0216352B2 (en) 1990-04-16

Family

ID=15773070

Family Applications (1)

Application Number Title Priority Date Filing Date
JP57163395A Granted JPS5953584A (en) 1982-09-20 1982-09-20 Grouting process

Country Status (1)

Country Link
JP (1) JPS5953584A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2025041544A1 (en) * 2023-08-23 2025-02-27 名古屋カレット株式会社 Ground hardening method and chemical solution for ground injection

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2025041544A1 (en) * 2023-08-23 2025-02-27 名古屋カレット株式会社 Ground hardening method and chemical solution for ground injection

Also Published As

Publication number Publication date
JPS5953584A (en) 1984-03-28

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