JP4740571B2 - Ground improvement method - Google Patents
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- JP4740571B2 JP4740571B2 JP2004277633A JP2004277633A JP4740571B2 JP 4740571 B2 JP4740571 B2 JP 4740571B2 JP 2004277633 A JP2004277633 A JP 2004277633A JP 2004277633 A JP2004277633 A JP 2004277633A JP 4740571 B2 JP4740571 B2 JP 4740571B2
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この発明は土木工事のうち、軟弱地盤等の地中に固化材スラリー等の地盤改良材を注入し、該固化材スラリーと軟弱地盤とを混合する高圧噴射攪拌装置を用いる、地盤改良工法に関するものである。
The present invention relates to a ground improvement method using a high-pressure jet agitator that injects a ground improvement material such as a solidified material slurry into the ground such as soft ground and mixes the solidified material slurry and the soft ground. It is.
固化材など地盤改良材を地盤に混入攪拌する地盤改良工法においては、混入する固化材の体積に相当する固化材スラリーを押し込むため、土中変形が周辺地盤へ伝播され少なからず周辺地盤に変位をもたらす。
また、アースオーガーのシャフトをスクリューオーガー状に構成し、回転上下動させることにより土を強制的に地表に排出し、排土部の空隙に固化材体積相当量の混合土を吸収し、変位移動を防止する工法が知られている。しかし、この工法はシャフトの駆動部が上部にある場合に限られ、下部駆動方式やボーリングタイプの小型機械には適用できない問題がある。
In the ground improvement method in which ground improvement materials such as solidification materials are mixed and stirred into the ground, since the solidification material slurry equivalent to the volume of the solidification material mixed in is pushed in, the deformation in the soil is propagated to the surrounding ground and displaces to the surrounding ground. Bring.
In addition, the earth auger shaft is configured in the shape of a screw auger, and the soil is forcibly discharged to the ground surface by rotating and moving up and down. There is a known method for preventing this. However, this method is limited to the case where the shaft drive unit is at the upper part, and there is a problem that it cannot be applied to the lower drive type or boring type small machines.
また、改良すべき軟弱地盤の噴射注入杭打設予定位置を先行して、予め攪乱翼で攪乱して、少なくとも一本おきに柱状の攪乱部へ噴射注入杭を建込んで固化材を注入し、地盤変位の生じない杭を形成する工法が提案されている(例えば、特許文献1参照。)が、攪乱部の形成のみでは十分吸収できない可能性がある。
上記の課題を解決するために、改良予定地盤の地中に注入ロッドを貫入し、該注入ロッドの攪乱装置で土壌を攪乱して形成した攪乱層又は、その外周部に固化材スラリーを高圧噴射注入して円柱状改良体を形成する際に、注入ロッドの固化材スラリー噴射部の上部に近接して設けた土壌押上円板により固化材スラリー噴射口の近傍の攪乱土を上方へ押し上げて土壌押上円板の下方に空隙を形成し、固化材スラリーと混合された混合土を、該空隙に吸収し、周辺地盤への変位移動を防止する地盤改良工法(例えば特許文献2、非特許文献1参照。)を、本発明者らは提案した。
しかし、上記の本発明者らが提案した上記特許発明には、使用する土壌押上円板の形状については特に規定されていなかったので、上記工法を実施する場合、仕様の異なる土壌押上円板を多数製作し、現場において対象地盤、固化材スラリー注入量、排土量などを勘案して、試行錯誤の末、最適な排土量が得られる適切な寸法及び形状の土壌押上円板を選定又は改良して使用していた。 However, in the above patent invention proposed by the present inventors, the shape of the soil lifting disk to be used was not particularly specified. Therefore, when the above construction method is performed, soil lifting disks having different specifications are used. Produce a large number of soil, and in consideration of the target ground, the amount of solidified material slurry injected, the amount of soil removed, etc., select a soil lifting disk with an appropriate size and shape to obtain the optimum amount of soil removed after trial and error. It was improved and used.
そのため、現場毎に最初に数本で試験施工を行い、排土状況を確認し土壌押上円板を選定する等の手間が掛かり施工能率が悪く、変位低減のためにも最も効率的な排土が行える土壌押上円板の形状の開発が望まれていた。 For this reason, the first few constructions at each site require time and labor, such as confirming the soil removal status and selecting the soil lifting disk, which is inefficient, and the most efficient soil removal for reducing displacement. The development of the shape of the soil push-up disk that can be used has been desired.
また、削孔時の排土方法も硬化材スラリー噴射口の近傍の攪乱土を上方へ押し上げて土壌押上円板で排土するという一般的な手法を開示するに留まり、変位低減に効果的で具体的な排土の手順についても試行錯誤の状態であり、最も効率的な削孔方法の確率が要請されていた。 In addition, the soil removal method during drilling is only effective to reduce displacement by only disclosing the general method of pushing up the disturbed soil in the vicinity of the hardener slurry injection port and discharging it with a soil lifting disk. The concrete soil removal procedure is also in a trial and error state, and the probability of the most efficient drilling method has been demanded.
本発明者等が提案した前記特許発明による地盤改良施工事例も増加蓄積され、これら多数の施工例事例を鋭意検討した結果、土壌押上円板の形状において、貫入・引き上げ抵抗、排土量等に関し、おおよそ、最適の形状が存在することが明らかになった。
また、変位低減に最も効果的な排土方法も確立されるに至った。
The ground improvement construction examples according to the above-mentioned patented invention proposed by the present inventors have also been accumulated, and as a result of earnestly examining these many construction example cases, in regard to the shape of the soil push-up disk, the penetration and lifting resistance, the amount of soil removal, etc. It has become clear that there is an optimal shape.
In addition, the most effective soil removal method for displacement reduction has been established.
その、おおよそ最適な土壌押上円板の形状とは、該注入ロッドの固化材スラリー噴射部の上部に近接して設けた土壌押上円板の投影平面形状の半径が、該注入ロッドの水平攪拌翼の回転により描かれる円形軌跡の円の半径と同一寸法又は前記攪拌翼より10cm以下望ましくは5cm小さく、かつ、該土壌押上円板の投影平面形状の直径は、機械能力に応じ、40cm以上90cm未満の土壌押上円板が選択できる。 The approximate optimum shape of the soil push-up disk is that the radius of the projected plane shape of the soil push-up disk provided close to the upper part of the solidifying material slurry injection part of the pouring rod is the horizontal stirring blade of the pouring rod. The same size as the radius of the circle of the circular trajectory drawn by the rotation of the above, or 10 cm or less, preferably 5 cm smaller than the stirring blade, and the diameter of the projected planar shape of the soil lifting disk is 40 cm or more and less than 90 cm depending on the mechanical capacity The soil uplift disk can be selected.
また、削孔排土方法としては、1回の削孔・引き抜きで可能な排土量に相当する深度方向のステップ長を土質に応じて適宜設定し、単管の注入ロッド先端の掘削刃の上部に設けた攪拌翼の上方に隣接して前記攪拌翼の半径の径より小さい半径からなる螺旋状の土壌押上円板を配設した攪拌装置で、改良予定地盤を第1ステップ深度まで削孔水を低圧噴射しながら削孔した後、その1ステップ深度に相当する長さ分引き抜き排土し、次の第2にステップ深度下端まで、また削孔水を低圧で噴射しながら削孔した後、その1ステップ深度(第2ステップ深度)に相当する長さ分だけ引き抜き排土し、これを各ステップ毎に繰り返して改良予定深度まで削孔し、次に一旦ロッドを地上まで引き抜き、さらに改良予定深度まで再削孔してから、スラリー状の固化材をロッド先端部付近のノズルから側方に噴射しながら引き抜いてくる方法が変位低減に最も効果的であることを見出した。 In addition, as a drilling soil removal method, the step length in the depth direction corresponding to the amount of soiling that can be performed by one drilling and extraction is appropriately set according to the soil quality, and the excavating blade at the tip of the injection rod of the single pipe is set. A stirring device in which a spiral soil lifting disk having a radius smaller than the diameter of the stirring blade is disposed adjacent to the upper portion of the stirring blade provided in the upper portion, and the ground to be improved is drilled to the first step depth. After drilling the water while jetting water at a low pressure, the soil is extracted by a length corresponding to the depth of one step, and then drilled to the lower end of the second step depth, and while drilling the water at low pressure. Then, the soil corresponding to the depth of one step (second step depth) is extracted and evacuated. This is repeated for each step, drilled to the depth to be improved, and then the rod is pulled out to the ground and further improved. Re-drill to the planned depth and then slurry How the Jo of solidifying material coming pulled while spraying laterally from the nozzle in the vicinity of the rod tip it was found to be most effective displacement reduction.
注入ロッドを所定の軟弱地盤中に回転させながら貫入すると、注入ロッドの回転貫入に伴って攪拌翼により軟弱土壌中に攪乱層が形成される。そのときに、攪拌翼によって形成される攪乱部の半径が、該土壌押上円板の半径と同一寸法又は前記攪拌翼半径より10cm以下望ましくは5cmの大きさのため、攪乱部の外周面に間隙が形成され、該間隙に削孔水が進入し、撹乱された軟弱土と混合される。 When the injection rod is penetrated while being rotated into a predetermined soft ground, a disturbance layer is formed in the soft soil by the stirring blade along with the rotation penetration of the injection rod. At this time, since the radius of the disturbance part formed by the stirring blade is the same as the radius of the soil push-up disk or 10 cm or less, preferably 5 cm from the stirring blade radius, there is a gap on the outer peripheral surface of the disturbance part. The hole water enters the gap and is mixed with the disturbed soft soil.
そして、間隙部分の軟弱土が特に乱されて泥状化されることによって、薄い円筒形の泥水膜の領域ができる。そのため、注入ロッドを軟弱地盤中に回転させながらステップ方式で引き抜くと、該土壌押上円板の直径内に含まれる軟弱土と直径外の領域が縁切りされる。その際、該土壌押上円板の回転により、直径内に含まれる軟弱土が上方に押し上げられるときの土のせん断抵抗が小さくなり、確実な排土が可能になる。 Then, the soft soil in the gap is particularly disturbed to become mud, thereby forming a thin cylindrical mud film region. For this reason, when the pouring rod is pulled out in a stepped manner while rotating into the soft ground, the soft soil included in the diameter of the soil push-up disk and the region outside the diameter are cut off. At that time, due to the rotation of the soil push-up disk, the shear resistance of the soil when the soft soil contained in the diameter is pushed upward is reduced, and reliable earth removal is possible.
また、この時の土壌押上円板の形状は、投影平面形状の半径が、攪拌翼の回転により描かれる円形軌跡の縁の半径と同一寸法又は前記攪拌翼半径より10cm以下、望ましくは5cm小さく、かつ、土壌押上円板形状において、螺旋状の土壌押上円板の傾きが10〜20度で、投射形状が円周1周分に加えて中心角が10度程度の扇形状に重複させるか、又は略円周1周分であるとき、土壌の押し上げ(排土)効果が最も大きい。 Further, the shape of the soil lifting disk at this time is such that the radius of the projected plane shape is the same as the radius of the edge of the circular locus drawn by the rotation of the stirring blade or 10 cm or less, preferably 5 cm smaller than the stirring blade radius, And in the soil push-up disk shape, the inclination of the spiral soil push-up disk is 10 to 20 degrees, and the projection shape is overlapped with a fan shape having a central angle of about 10 degrees in addition to the circumference of the circumference, Or, when it is approximately one circumference, the effect of pushing up (discharging) the soil is the largest.
なお、土壌押上円板の半径を攪拌翼の半径より10cm以上大きく形成すると縁切りによる円筒状泥水膜が大きくなり崩壊しやく、土壌押上円板の半径よりも小さく形成すると、泥水膜が薄く又は発生せず(注入ロッドの)せん断抵抗が大きくなり円滑な回動を妨げ、縁切り効果を減少させる。
さらに、土壌押上円板の直径は、40cm未満にすると泥水膜があっても周面積の抵抗が大きく、排土効率が悪い。
また、螺旋状の土壌押上板の傾きが、10〜20度のとき、排土効率がよい。傾きが10度未満であると排土効率はよいものの、貫入作業時の抵抗となりやすく土壌が上がらず、傾きが20度を越えると、排土が円板から滑り落ち(抵抗が大きくなり)排土効果が悪くなる問題がある。
Note that if the radius of the soil push-up disk is larger than the radius of the stirring blade by 10 cm or more, the cylindrical mud film due to edge cutting becomes larger and easily collapses. Without increasing the shear resistance (of the injection rod), preventing smooth rotation and reducing the edge cutting effect.
Furthermore, when the diameter of the soil push-up disk is less than 40 cm, even if there is a muddy water film, the resistance of the peripheral area is large and the soil removal efficiency is poor.
Moreover, when the inclination of the spiral soil lifting plate is 10 to 20 degrees, the soil removal efficiency is good. If the inclination is less than 10 degrees, the soil removal efficiency is good, but the soil does not rise easily because it becomes resistance during penetration work, and if the inclination exceeds 20 degrees, the soil will slide down from the disk (resistance increases). There is a problem that the soil effect becomes worse.
このように、該土壌押上円板により固化材スラリーを含まない原土を排土されてできた空隙に、固化材スラリーと混合された流動状混合土が吸収され、注入ロッドの中心部の地盤も改良され、その排土量は噴射注入固化材スラリーの略体積相当分であることから、周辺地盤への変位が最も効果的に低減される。 In this way, the fluidized mixed soil mixed with the solidifying material slurry is absorbed into the void formed by discharging the raw soil not containing the solidifying material slurry by the soil lifting disk, and the ground at the center of the injection rod In addition, since the amount of discharged soil is substantially equivalent to the volume of the injected injected solidified material slurry, displacement to the surrounding ground is most effectively reduced.
本発明の地盤改良装置を用いると、土壌押上円板の半径が、その排土機構の攪拌翼半径
と同一寸法又は前記攪拌翼半径より10cm以下望ましくは5cm小さく、螺旋状の土壌押上板の傾きが10〜20度で、投射形状が円周1周分加えて中心角が10度の扇形状に重複させるか又は略円周1周分の土壌押上板の効果により、削孔中に攪乱部とその周辺の軟弱地盤との間に円筒状泥水膜が形成され、排土が確実に行われることにより、周辺地盤に与える変位等の悪影響が確実に防止できる。
When the ground improvement device of the present invention is used, the radius of the soil lifting disk is the same size as the stirring blade radius of the soil removal mechanism or 10 cm or less, preferably 5 cm smaller than the stirring blade radius, and the inclination of the spiral soil lifting plate Is 10 to 20 degrees, the projection shape is added to the circumference of the circle and the central angle is overlapped with the fan shape of the center angle of 10 degrees, or by the effect of the soil push-up plate for the circumference of one circumference, the disturbance part in the drilling A cylindrical muddy water film is formed between the soil and the surrounding soft ground, and the soil is reliably discharged, so that adverse effects such as displacement on the surrounding ground can be reliably prevented.
また、ステップ引き上げの改良時には、固化材スラリーと混合され改良された混合土は、引き上げられるロッドの周りの攪拌翼と土壌押上円板の直下付近に生ずる空隙部に回り込むので、ロッド中心部も改良体外周の固化材スラリー噴射領域と比較して均一な改良体が造成できる。 In addition, when the step lifting is improved, the mixed soil improved by mixing with the solidifying material slurry wraps around the stirring blades around the rod to be pulled up and the space immediately below the soil lifting disc, so the center of the rod is also improved. A uniform improved body can be created as compared with the solidified material slurry injection region on the outer periphery of the body.
さらに土壌押上円板によって地表に排出された排土には、固化材スラリーが混入していないので、一般の残土処理と同等に処理又は転用を行うことができる。 Furthermore, since the solidified material slurry is not mixed in the soil discharged to the ground surface by the soil push-up disk, it can be treated or diverted in the same manner as general residual soil treatment.
この発明の実施例を図により説明するが、同一図面符号番号はその名称も機能も同一である。 An embodiment of the present invention will be described with reference to the drawings. The same reference numerals have the same names and functions.
図1は本発明の工法に用いる装置での地盤削孔方法におけるロッド先端部の動向を模式的に示したものである。本図中では、1ステップ当たりの削孔長を一定に描いたが、実施に当たっては土層状態により各土質で排土効率の良い最適なステップ長さを設定すべきであるから、各ステップ長は任意に設定できる。
図1で説明すれば、各ステップにおいては、第1ステップ長分だけ削孔したら、一旦第1ステップ分だけロッドを上げ、次に第2ステップ下端まで削孔し、再び第1ステップのの下端までロッドを引き上げる。
FIG. 1 schematically shows the trend of the rod tip in the ground drilling method in the apparatus used in the method of the present invention. In this figure, the drilling length per step is drawn constant. However, in the implementation, the optimal step length with good soil removal efficiency should be set for each soil type according to the soil layer condition. Can be set arbitrarily.
Referring to FIG. 1, in each step, once the first step length has been drilled, the rod is once raised by the first step, then drilled to the lower end of the second step, and again the lower end of the first step. Pull the rod up to.
このロッド引抜きのとき、土壌押上円板にて固化材スラリー噴射口の近傍の攪乱土を上方へ押し上げて排土が行われる。これを繰り返し、ノズル位置が削孔長の最下端(第nステップ)に達するまで削孔を行ったら、一旦ロッドを地上まで引き抜き、さらに改良予定深度まで再削孔した後、改良予定深度に達したロッド先端付近に設けた撹拌翼のノズルから、スラリー状の固化材を側方に高圧噴射しながら引き抜き、改良柱体を造成する。 When the rod is pulled out, the soil is pushed up by the soil push-up disk to push up the disturbed soil in the vicinity of the solidifying material slurry injection port and the soil is discharged. Repeat this until the nozzle position reaches the lowest end (nth step) of the drilling length. Once the rod is pulled out to the ground and drilled again to the planned depth, it reaches the planned depth. A slurry-like solidified material is pulled out from the nozzle of the stirring blade provided near the tip of the rod while high-pressure jetting to the side to create an improved column.
図2〜図3は、本発明の工法に用いる装置と排土状況の実施例を示し、また図2及び図4において、1は回転上下動機構で、注入ロッド2を回転上下動可能に支柱4で支持させる。単管注入ロッド2の上端部はスイベル8を介して固化材スラリー圧送ホース9に連結する。
単管注入ロッド2の下端部に攪乱装置を構成する掘削刃(アースオーガー)3および攪拌翼5を設けるとともに軸部および攪拌翼5に固化材スラリーの噴射ノズル10を設ける。
上記攪拌翼5の上部近傍に注入ロッド2をステップ方式で引き上げるとき、攪拌翼5により攪乱した土を上方に押し上げるための土壌押上円板6を設ける。土壌押上円板6は、地中に貫入した注入ロッド2を引き上げる際、排土効率を最大にするために、該土壌押上円板6の半径を前記攪拌翼5の半径と同一寸法又は前記攪拌翼半径より10cm以下、望ましくは5cm小さく形成するとともに、投影平面形状で土壌押上円板の傾きが10〜20度、好ましくは15度で、又図6〜8に示すように投射形状が円周1周分に加えて中心角10程度の扇形状に重複させるか又は略円周1周分となるように形成する。
2 to 3 show an apparatus used in the construction method of the present invention and an example of the earthing situation. In FIGS. 2 and 4,
A drilling blade (earth auger) 3 and a
When the
この様に構成した単管注入ロッド2を、軟弱地盤11中に削孔水を低圧で噴射しながら回転貫入すると、注入ロッド2の回転貫入に伴って、攪拌翼5によって形成される攪乱部16が、土壌押上円板6の半径より10cm以下、望ましくは5cm大きいので攪乱土と削孔水とで円筒状の泥水膜12の領域が形成される。
そのため注入ロッド2を軟弱地盤11中から回転させながらステップアップ方式で引き抜くと、該土壌押上円板の直径内に含まれる軟弱地盤と直径外の領域が縁切りされる。その際、土壌押上円板6の回転により、直径内に含まれる軟弱土が上方に押上られるときのせん断抵抗は小さくなり確実に排土17できる。
When the single
Therefore, when the
図4は本発明の工法に用いる装置と改良状態の実施例を示している。図5は図4において造成された改良体断面図であり、図中15は改良部である。固化材スラリー14と混合され改良された混合土はステップ方式で引き上げられるロッド2の周りの土壌押上円板6の直下付近に生ずる空隙部7に回り込む。
FIG. 4 shows an apparatus used in the method of the present invention and an improved embodiment. FIG. 5 is a cross-sectional view of the improved body formed in FIG. 4, and 15 in the figure is an improved portion. The improved mixed soil mixed with the solidifying material slurry 14 wraps around the
以上、図2から図3あるいは、図4から図5の各施工段階の実施例において、例えば、噴射ノズル10を有する攪拌翼5の直径を50cm以上100cmとした場合、その注入ロッド2の固化材スラリー噴射部10の上方に近接して設けられた土壌押上円板6は、該土壌押上円板6の投影平面形状の半径が、攪拌翼5の回転に描かれる円形軌跡の半径と同一寸法又は前記攪拌翼半径より10cm以下望ましくは5cm小さく、かつ、該土壌押上円板6の投影平面形状の直径が、40cm以上90cm未満の土壌押上円板に形成する。
なお、図中6aは螺旋状の土壌押上円板を構成する下部円板面、6bは扇形状に重複形成した上部円板面である。
2 to FIG. 3 or FIG. 4 to FIG. 5 in the construction stage, for example, when the diameter of the
In the figure, 6a is a lower disk surface constituting a spiral soil lifting disk, and 6b is an upper disk surface formed in a fan shape.
1 回転上下機構
2 単管注入ロッド
3 掘削刃(アースオーガー)
4 支柱
5 攪拌翼
6 土壌押上円板
6a 下部円板面
6b 扇形状の重複上部円板面
7 空隙部
8 スイベル
9 圧送ホース
10 ノズル
11 軟弱地盤
12 円筒状泥水膜
13 排土予定部
14 噴射硬化材スラリー
15 改良部
16 攪乱部
17 排土
DESCRIPTION OF
4
Claims (4)
改良予定深度までの削孔を、複数回のステップ方式での削孔方式とし、
該削孔時に1回の削孔・引抜き可能な排土量に相当する深度方向のステップ長を土質に応じて適宜設定し、設定した第1ステップ深度まで削孔水を低圧で噴射しながら削孔した後、その1ステップ深度に相当する長さ分だけ引き抜き排土し、次ぎの第2ステップ深度下端まで、また削孔水を低圧で噴射しながら削孔した後、その1ステップ深度に相当する長さ分だけ引き抜き排土し、これを各ステップ毎に繰り返して前記改良予定深度まで削孔・排土し、
次ぎに一旦前記ロッドを地上まで引き抜き、
さらに前記改良予定深度まで再削孔した後、
予定深度地盤に達した前記ロッド先端部付近に設けた前記攪拌翼のノズルから、スラリー状の固化材を側方に高圧噴射しながら引抜き、円柱状の改良体を造成することを特徴とする地盤改良工法。 Adjacent to the upper part of the stirring blade provided at the top of the excavating blade at the tip of the single tube type injection rod, it has the same dimension as the radius of the stirring blade or a radius smaller than the stirring blade radius by 10 cm or less, and is a spiral circle. The inclination of the plate is 10 to 20 degrees, and the projection shape is overlapped with a fan shape having a central angle of about 10 degrees in addition to the circumference of the circumference, or a soil push-up disk of about one circumference is provided. In the agitator , the ground is drilled to a predetermined depth by the excavating blade, and the outside of the agitating blade is cut and mixed with the energy of the solidified slurry injected at high pressure into the ground through the injection rod. A disturbed soil in the vicinity of the solidifying material slurry injection port is pushed upward by a soil lifting disc provided in the vicinity of the upper portion of the solidifying material slurry spraying unit, and a void is formed below the soil lifting disc, thereby solidifying slurry. The mixed soil mixed with Absorbing, in method of construct a cylindrical improvement body in improvements scheduled ground to;
The drilling method up to the planned improvement depth is a multiple-step drilling method.
The step length in the depth direction corresponding to the amount of soil that can be drilled and pulled out at the time of drilling is appropriately set according to the soil quality, and the drilling water is injected at low pressure up to the set first step depth. After drilling, the length corresponding to the depth of one step is extracted and evacuated to the bottom of the next second step depth. And excavating and excavating for the length to be drilled, repeating this step for each step, drilling and excavating to the planned depth of improvement,
Next, pull out the rod once to the ground,
Furthermore, after re-drilling to the planned depth for improvement,
From the nozzle of the stirring blade provided near the tip of the rod that has reached the planned depth ground, the slurry-like solidified material is pulled out while being high-pressure jetted to the side to create a cylindrical improvement body. Improved construction method.
A raw soil dumping does not contain a solidifying material slurry is earth removal by the soil pushed up disc claim 1 in which the soil removing amount is characterized Oh Rukoto stands volume equivalent injection injection solidifying material slurry 2. Ground improvement method according to 2 or 3.
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JPH03197714A (en) * | 1989-12-27 | 1991-08-29 | Onoda Kemiko Kk | Method and device for soil improvement |
JPH05280035A (en) * | 1992-03-31 | 1993-10-26 | Onoda Kemiko Kk | Method of improving weak ground and device therefor |
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JPH03197714A (en) * | 1989-12-27 | 1991-08-29 | Onoda Kemiko Kk | Method and device for soil improvement |
JPH05280035A (en) * | 1992-03-31 | 1993-10-26 | Onoda Kemiko Kk | Method of improving weak ground and device therefor |
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