JP2001009438A - Treatment of contaminated soil - Google Patents

Treatment of contaminated soil

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Publication number
JP2001009438A
JP2001009438A JP11186009A JP18600999A JP2001009438A JP 2001009438 A JP2001009438 A JP 2001009438A JP 11186009 A JP11186009 A JP 11186009A JP 18600999 A JP18600999 A JP 18600999A JP 2001009438 A JP2001009438 A JP 2001009438A
Authority
JP
Japan
Prior art keywords
soil
water
added
sand
mixing
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.)
Pending
Application number
JP11186009A
Other languages
Japanese (ja)
Inventor
Yoshihiko Suzuki
義彦 鈴木
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.)
Kurita Water Industries Ltd
Original Assignee
Kurita Water Industries 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 Kurita Water Industries Ltd filed Critical Kurita Water Industries Ltd
Priority to JP11186009A priority Critical patent/JP2001009438A/en
Publication of JP2001009438A publication Critical patent/JP2001009438A/en
Pending legal-status Critical Current

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  • Processing Of Solid Wastes (AREA)

Abstract

PROBLEM TO BE SOLVED: To shorten the time for uniformly mixing soil contaminated with organic compounds to a slurry form by adding and mixing sand, decomposing agents for organic compounds and water to the soil. SOLUTION: The sand of about 0.5 μm to 5 mm in grain size, the decomposing agents, such as hydrogen peroxide, permanganate and reduced iron, for the organic chlorine compounds and the water are added to the clay soil contaminated with the organic chlorine compounds, such as dichloroethylene, trichloroethylene and tetrachloroethylene, by which the slurry-like soil is obtained. As a result, the clayey soil and the water may be easily and uniformly mixed and, therefore, the efficient dispersion of the organic chlorine compounds under good work with a smaller amount of the water to be added is made possible. In addition, the treatment efficiency may be improved by shortening the time required for the mixing.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、有機塩素化合物等
の有機化合物で汚染された土壌を効率的に処理する方法
に関するものである。
TECHNICAL FIELD The present invention relates to a method for efficiently treating soil contaminated with an organic compound such as an organic chlorine compound.

【0002】[0002]

【従来の技術】有機塩素化合物は、優れた脱脂剤(溶
剤)として使用されてきたが、近年、環境への放出が制
限されている。しかし、有機塩素化合物による汚染は依
然として解決されておらず、トリクロロエチレンやテト
ラクロロエチレン等の有機塩素化合物による土壌や地下
水の汚染が大きな社会問題となっている。
BACKGROUND OF THE INVENTION Organochlorine compounds have been used as excellent degreasing agents (solvents), but their release to the environment has been restricted in recent years. However, contamination by organic chlorine compounds has not been solved yet, and soil and groundwater contamination by organic chlorine compounds such as trichloroethylene and tetrachloroethylene has become a major social problem.

【0003】従来、有機塩素化合物で汚染された土壌の
処理方法として、汚染土壌に過酸化水素等の分解剤を直
接注入してトリクロロエチレン等の有機塩素化合物を分
解除去する方法が提案されている(特開平7−7577
2号公報)。この場合において、反応速度を上げるため
に、分解剤と共に水を汚染土壌に添加すること、具体的
には掘削した汚染土壌に分解剤の水溶液を添加して、土
壌をスラリー状として処理することが行われている。こ
のように、土壌をスラリー状とすることにより、汚染土
壌と分解剤との混合を確実に行い、土壌と分解剤との接
触効率を高めて高い反応速度で効率的な処理を行える。
Hitherto, as a method for treating soil contaminated with an organic chlorine compound, a method has been proposed in which a decomposing agent such as hydrogen peroxide is directly injected into contaminated soil to decompose and remove an organic chlorine compound such as trichloroethylene. JP-A-7-7577
No. 2). In this case, in order to increase the reaction rate, water is added to the contaminated soil together with the decomposing agent, specifically, an aqueous solution of the decomposing agent is added to the excavated contaminated soil to treat the soil as a slurry. Is being done. In this way, by making the soil slurry, mixing of the contaminated soil with the decomposing agent is ensured, the contact efficiency between the soil and the decomposing agent is increased, and efficient treatment can be performed at a high reaction rate.

【0004】[0004]

【発明が解決しようとする課題】ところで、有機塩素化
合物はその性質から難透水性の粘土質土壌に多量に蓄積
される傾向がある。
By the way, organochlorine compounds tend to be accumulated in large amounts in poorly permeable clayey soil due to their properties.

【0005】しかし、汚染土壌に分解剤と水とを添加し
て反応させる場合、処理対象土壌が粘土質であると、水
と均一に混合することが困難であるために、土壌と分解
剤との接触効率が悪く、十分な分解効率が得られなかっ
た。
However, when a decomposing agent and water are added to and contaminated with contaminated soil, if the soil to be treated is clayey, it is difficult to mix it uniformly with water. Was inferior in contact efficiency, and sufficient decomposition efficiency could not be obtained.

【0006】この場合、粘土質土壌と均一に混合するた
めには水の添加量を増やすと共に時間を長くする必要が
あり、このため、高濃度で分解剤を接触させるためには
大量の分解剤を必要とし、また、処理後の土壌の含水率
も高く、取り扱い性、作業性にも問題がある上に、処理
に長時間を要し、処理効率が悪いという問題もあった。
[0006] In this case, it is necessary to increase the amount of water to be added and to lengthen the time in order to uniformly mix the clay with the clayey soil. In addition, the soil content after the treatment is high, there is a problem in handling property and workability, and there is also a problem that a long time is required for the treatment and the treatment efficiency is poor.

【0007】本発明は上記従来の問題点を解決し、処理
対象土壌が粘土質土壌である場合にも、大量の水と長時
間の混合時間を必要とすることなく、汚染土壌と分解剤
との混合を確実に行って、土壌と分解剤との接触効率を
高めて高い反応速度で効率的な処理を行う汚染土壌の処
理方法を提供することを目的とする。
[0007] The present invention solves the above-mentioned conventional problems. Even when the soil to be treated is clayey soil, it does not require a large amount of water and a long mixing time, so that the contaminated soil and the decomposing agent can be used. It is an object of the present invention to provide a method for treating contaminated soil in which mixing of soil is reliably performed, the contact efficiency between the soil and the decomposing agent is increased, and efficient treatment is performed at a high reaction rate.

【0008】[0008]

【課題を解決するための手段】本発明の汚染土壌の処理
方法は、有機化合物で汚染された土壌に対して、砂と、
該有機化合物の分解剤と水とを添加して混合することを
特徴とする。
The method for treating contaminated soil according to the present invention comprises the steps of: treating soil contaminated with an organic compound with sand;
The organic compound decomposer and water are added and mixed.

【0009】本発明では、有機化合物で汚染された土
壌、特に粘土質土壌に対して分解剤水溶液を加えて有機
化合物を分解して土壌の浄化を行うに当り、土壌に砂を
加えることにより、土壌をスラリー状として均一に混合
するための時間を短縮すると共に、必要とする水添加量
を低減する。
In the present invention, sand is added to the soil when adding an aqueous solution of a decomposing agent to the soil contaminated with an organic compound, particularly clayey soil to decompose the organic compound and purify the soil. The time required for uniformly mixing the soil in a slurry state is reduced, and the required amount of added water is reduced.

【0010】本発明において、砂を添加することによる
作用は次の通りである。即ち、砂は粘土質土壌の粘性を
弱め、この状態で水を加えることで粘度質土壌が容易に
分散し易くなる。このため、スラリー状とするために必
要な水の量を減らすことができると共に、混合時間を短
縮することができる。
In the present invention, the effect of adding sand is as follows. That is, the sand weakens the viscosity of the clayey soil, and the viscous soil is easily dispersed by adding water in this state. For this reason, the amount of water required for forming a slurry can be reduced, and the mixing time can be shortened.

【0011】[0011]

【発明の実施の形態】以下に本発明の実施の形態を詳細
に説明する。
Embodiments of the present invention will be described below in detail.

【0012】本発明において、処理対象となる汚染土壌
は、有機化合物によって汚染された土壌であって、特に
ジクロロエチレン(DCE)、トリクロロエチレン(T
CE)、テトラクロロエチレン(PCE)等の有機塩素
化合物で汚染された土壌、とりわけ粘土質土壌である。
In the present invention, the contaminated soil to be treated is soil contaminated with an organic compound, particularly, dichloroethylene (DCE), trichloroethylene (T
CE), soil contaminated with organochlorine compounds such as tetrachloroethylene (PCE), especially clayey soil.

【0013】本発明においては、まず、汚染土壌を掘削
し、これに砂を添加して混合する。本発明で「砂」とは
粒径が0.5μm〜5mm、特に0.5〜2mm程度の
ものを指し、粘土質土壌に対する添加量は、処理対象の
粘土質土壌の性状によっても異なるが、通常の場合、粘
土質土壌1kgに対して100〜1000gとするのが
好ましく、より好ましくは300〜500gである。
In the present invention, first, contaminated soil is excavated, sand is added thereto, and mixed. In the present invention, “sand” refers to a particle having a particle size of 0.5 μm to 5 mm, particularly about 0.5 to 2 mm, and the amount added to the clay soil varies depending on the properties of the clay soil to be treated. In the normal case, the amount is preferably 100 to 1000 g, more preferably 300 to 500 g, per kg of clay soil.

【0014】砂は、粘土質土壌に対して分解剤及び水と
共に同時に混合することができるが、砂を添加すること
による前述の粘土質土壌の粘性低減効果を十分に得るた
めには、粘土質土壌に予め砂を添加混合し、その後、分
散剤及び水或いは分散剤水溶液を添加するのが好まし
い。
The sand can be mixed with the clay soil at the same time as the decomposing agent and the water. However, in order to sufficiently obtain the above-mentioned effect of reducing the viscosity of the clay soil by adding sand, it is necessary to mix the clay with the clay. It is preferable that sand is previously added to the soil and mixed, and then a dispersant and water or an aqueous solution of the dispersant are added.

【0015】粘土質土壌に砂を添加混合した後は、有機
化合物の分解剤と水、好ましくは分解剤の水溶液を添加
して土壌をスラリー状とし、十分に混合する。
After the sand is added to and mixed with the clayey soil, an organic compound decomposer and water, preferably an aqueous solution of the decomposer are added to make the soil into a slurry and thoroughly mixed.

【0016】ここで用いる分解剤としては、過酸化水
素、過マンガン酸塩、還元鉄等を用いることができる
が、特に過マンガン酸塩が好ましく、分解剤として過マ
ンガン酸塩を用いた場合には、土壌中のDCE、EC
E、PCE等の脂肪族有機塩素化合物を土壌中の有機物
より優先的に酸化することにより、これらの物質を二酸
化炭素と塩素イオンにまで効率的に分解することができ
る。
As the decomposing agent used here, hydrogen peroxide, permanganate, reduced iron and the like can be used. Particularly, permanganate is preferable. Means DCE, EC in soil
By oxidizing aliphatic organic chlorine compounds such as E and PCE preferentially to organic matter in soil, these substances can be efficiently decomposed into carbon dioxide and chloride ions.

【0017】分解剤として過マンガン酸塩を用いる場
合、過マンガン酸塩としては、過マンガン酸カリウム、
過マンガン酸ナトリウム等を用いることができる。過マ
ンガン酸塩は一般に0.01〜10重量%濃度の水溶液
として用いるのが好ましい。過マンガン酸塩の添加量
は、処理する土壌の汚染の程度によっても異なるが、土
壌に対する過マンガン酸塩の添加割合が0.001〜
0.1重量%となるように添加するのが好ましい。ま
た、分解剤として過酸化水素を用いる場合、過酸化水素
は0.1〜30重量%濃度の過酸化水素水として用いる
のが好ましく、この場合の添加量も処理する土壌の汚染
の程度によっても異なるが、土壌に対する過酸化水素の
添加割合が0.0002〜0.045重量%となるよう
に添加される。
When permanganate is used as a decomposing agent, potassium permanganate,
Sodium permanganate or the like can be used. The permanganate is generally preferably used as an aqueous solution having a concentration of 0.01 to 10% by weight. The amount of permanganate to be added varies depending on the degree of contamination of the soil to be treated.
It is preferable to add so that it may become 0.1 weight%. When hydrogen peroxide is used as the decomposing agent, the hydrogen peroxide is preferably used as a hydrogen peroxide solution having a concentration of 0.1 to 30% by weight, and the amount of addition in this case also depends on the degree of contamination of the soil to be treated. Although different, hydrogen peroxide is added so that the ratio of hydrogen peroxide to soil is 0.0002 to 0.045% by weight.

【0018】このような分解剤水溶液は、土壌(砂を混
合する前の土壌)1kgに対して200〜1000mL
とするのが、土壌と分解剤との混合を十分に行って、土
壌と分解剤との接触効率を高めて有機化合物を円滑に分
解する上で好ましい。
Such a decomposing agent aqueous solution is used in an amount of 200 to 1000 mL per 1 kg of soil (soil before mixing sand).
It is preferable to sufficiently mix the soil and the decomposer to increase the contact efficiency between the soil and the decomposer and to smoothly decompose the organic compound.

【0019】なお、粘土質土壌と砂との混合時間、砂を
混合した粘土質土壌と分解剤水溶液との混合時間には特
に制限はなく、十分に均一な混合状態となれば良いが、
好ましくは粘土質土壌と砂との混合時間は5〜20分程
度、砂を混合した粘土質土壌と分解剤水溶液との混合時
間は5〜30分程度である。
The mixing time of the clayey soil and the sand and the mixing time of the clayey soil mixed with the sand and the aqueous solution of the decomposing agent are not particularly limited, as long as a sufficiently uniform mixing state can be obtained.
Preferably, the mixing time of the clay soil and the sand is about 5 to 20 minutes, and the mixing time of the clay soil mixed with the sand and the decomposing agent aqueous solution is about 5 to 30 minutes.

【0020】[0020]

【実施例】以下に実施例及び比較例を挙げて本発明をよ
り具体的に説明する。
The present invention will be described more specifically below with reference to examples and comparative examples.

【0021】実施例1〜4 小型コンクリートミキサー(主寸法;0.74mφ×
1.36m、容量;120L)に掘削した汚染粘土質土
壌20kg(TCE濃度,cis−DCE濃度;水溶出
法でそれぞれ約15mg/L,約4mg/L)を入れ、
砂(粒径0.5〜2mmを満たすもの)を7.5kg加
え10分間混合した。その後、表1に示す分解剤の水溶
液を表1に示す量添加し、表1に示す時間混合した。混
合後、土壌をサンプリングし、24時間後に残留するT
CE及びcis−DCE濃度をガスクロマトグラフによ
り測定し、結果を表1に示した。
Examples 1 to 4 Small concrete mixer (main dimensions: 0.74 mφ ×
1.36 m of contaminated clayey soil (TCE concentration, cis-DCE concentration; about 15 mg / L, about 4 mg / L by water elution method) excavated into 1.36 m, capacity: 120 L,
7.5 kg of sand (filling a particle size of 0.5 to 2 mm) was added and mixed for 10 minutes. Thereafter, an aqueous solution of the decomposing agent shown in Table 1 was added in an amount shown in Table 1, and mixed for the time shown in Table 1. After mixing, the soil is sampled and the remaining T
CE and cis-DCE concentrations were measured by gas chromatography, and the results are shown in Table 1.

【0022】なお、TCE及びcis−DCE濃度の測
定方法は次の通りである。
The method of measuring the concentrations of TCE and cis-DCE is as follows.

【0023】〔TCE,cis−DCE濃度の測定方法
(水溶出法)〕土壌50gを500mL三角フラスコに
素早く秤量し、水(pH5.8)500mLを素早く加
え、蓋をしてマグネティックスターラーを用いて4時間
攪拌した。次に、30分静置し、素早く上澄み10mL
をバイアルに移しブチルゴムセプタム及びアルミシート
キャップで蓋をし、ヘッドスペースをガスクロマトグラ
フ装置(水素炎イオン化検出器)に注入して定量した
(環境六法;平成10年版の「土壌の汚染に係わる環境
基準について」861〜864頁に記載の測定方法に準
拠)。
[Method of Measuring TCE, cis-DCE Concentration (Water Elution Method)] 50 g of soil is quickly weighed into a 500 mL Erlenmeyer flask, 500 mL of water (pH 5.8) is quickly added, the lid is covered, and a magnetic stirrer is used. Stir for 4 hours. Next, let it stand for 30 minutes, and quickly remove the supernatant to 10 mL.
Was transferred to a vial, covered with a butyl rubber septum and an aluminum sheet cap, and the head space was injected into a gas chromatograph (hydrogen flame ionization detector) and quantified. Regarding the measurement method described on pages 861 to 864).

【0024】また、処理後のサンプルの混合状態を観察
し、結果を表1に併記した。
Further, the mixed state of the sample after the treatment was observed, and the results are shown in Table 1.

【0025】なお、処理結果のばらつきを調べるため
に、上記処理はいずれも各々3回ずつ行い、各バッチ毎
に結果を表1に示した。
In order to examine the variation in the processing results, each of the above processings was performed three times, and the results are shown in Table 1 for each batch.

【0026】比較例1,4 砂及び分解剤水溶液を添加しなかった汚染粘土質土壌に
ついて、実施例1,3と同様にしてTCE及びcis−
DCE濃度の測定を行って、結果を表1に示した。
Comparative Examples 1 and 4 TCE and cis-contaminated clay soils to which no sand and no decomposing agent aqueous solution were added were used in the same manner as in Examples 1 and 3.
The DCE concentration was measured and the results are shown in Table 1.

【0027】比較例2,3、5,6 砂を添加せず、表1に示す分解剤水溶液を表1に示す量
添加し、表1に示す時間混合したこと以外は、実施例
1,3と同様に処理を行い、TCE及びcis−DCE
濃度の測定を行って、結果を表1に示した。
Comparative Examples 2, 3, 5 and 6 Examples 1 and 3 were the same as those in Examples 1 and 3 except that the decomposing agent aqueous solution shown in Table 1 was added in the amount shown in Table 1 without adding sand and mixed for the time shown in Table 1. Is performed in the same manner as described above, and TCE and cis-DCE
The concentration was measured, and the results are shown in Table 1.

【0028】なお、これらの比較例においても、結果の
ばらつきを調べるために、上記処理を各々3回ずつ行
い、各バッチ毎に結果を表1に示した。
In each of these comparative examples, the above processing was performed three times each in order to examine the variation in the results. The results are shown in Table 1 for each batch.

【0029】[0029]

【表1】 [Table 1]

【0030】表1より、次のことが明らかである。From Table 1, the following is clear.

【0031】即ち、砂を混合せずに、混合時間を10分
とした比較例2,5は、試験条件はそれぞれ同一である
にもかかわらず、各バッチ毎にTCE,cis−DCE
濃度のばらつきが大きく、また、処理土の状態も一定で
はない。これは、混合が不十分で分解剤が土壌中に十分
に均一に分散混合されていないためであり、この結果、
ばらつきが大きいと共に処理不十分であることから、T
CE,cis−DCE濃度も比較的高い。
That is, in Comparative Examples 2 and 5 in which the mixing time was 10 minutes without mixing the sand, the TCE, cis-DCE was determined for each batch even though the test conditions were the same.
The dispersion of the concentration is large, and the condition of the treated soil is not constant. This is because the mixing is insufficient and the decomposing agent is not sufficiently dispersed and mixed in the soil.
Due to large variations and insufficient processing, T
The CE, cis-DCE concentration is also relatively high.

【0032】砂を混合せずに、混合時間を30分とした
比較例3,6では、混合時間が長いために、TCE,c
is−DCE濃度のばらつきは、比較例2,5よりも小
さく、処理土の状態も安定しているが、混合時間が長く
不利である。
In Comparative Examples 3 and 6, in which the mixing time was 30 minutes without mixing the sand, the mixing time was long, so that TCE, c
The variation in the is-DCE concentration is smaller than Comparative Examples 2 and 5, and the state of the treated soil is stable, but the mixing time is long and disadvantageous.

【0033】これに対して、砂を混合した実施例1〜4
では、10分の混合時間で分解剤が土壌中に十分に均一
に分散混合され、TCE,cis−DCE濃度は十分に
低減され、そのばらつきも小さく、処理土の状態も安定
している。
On the other hand, Examples 1 to 4 in which sand was mixed
In 10 minutes, the decomposing agent is sufficiently uniformly dispersed and mixed in the soil in a mixing time of 10 minutes, the concentration of TCE and cis-DCE is sufficiently reduced, the dispersion is small, and the condition of the treated soil is stable.

【0034】特に、実施例1,2と実施例3,4とか
ら、添加水量を少なくしても処理効果が同等であり、本
発明によれば使用水量の低減を図ることができることが
わかる。
In particular, Examples 1 and 2 and Examples 3 and 4 show that even if the amount of added water is reduced, the treatment effects are the same, and that the present invention can reduce the amount of water used.

【0035】なお、無処理の比較例1,4と実施例1,
2、実施例3,4を比べた場合、TCE,cis−DC
Eの分解には、過酸化水素よりも過マンガン酸塩の方が
効果が高いことがわかる。
The untreated comparative examples 1 and 4 and the example 1
2. When Examples 3 and 4 are compared, TCE, cis-DC
It can be seen that permanganate is more effective in decomposing E than hydrogen peroxide.

【0036】[0036]

【発明の効果】以上詳述した通り、本発明の汚染土壌の
処理方法によれば、粘土質土壌に分解剤水溶液を添加混
合して粘土質土壌中の有機化合物を分解処理するに当
り、粘土質土壌と分解剤水溶液とを容易に均一混合する
ことができる。このため、少ない水添加量及び分解剤使
用量で有機化合物を良好な作業性のもとに効率的に分解
すると共に、混合に要する時間を短縮して処理効率の向
上を図ることができる。
As described above in detail, according to the method for treating contaminated soil according to the present invention, an aqueous solution of a decomposing agent is added to and mixed with clay soil to decompose organic compounds in the clay soil. The homogeneous soil and the aqueous solution of the decomposing agent can be easily and uniformly mixed. Therefore, the organic compound can be efficiently decomposed with good workability with a small amount of water added and the amount of the decomposing agent used, and the time required for mixing can be shortened to improve the processing efficiency.

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 有機化合物で汚染された土壌に対して、
砂と、該有機化合物の分解剤と水とを添加して混合する
ことを特徴とする汚染土壌の処理方法。
1. A method for soil contaminated with organic compounds,
A method for treating contaminated soil, comprising adding sand, a decomposer for the organic compound and water, and mixing.
JP11186009A 1999-06-30 1999-06-30 Treatment of contaminated soil Pending JP2001009438A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP11186009A JP2001009438A (en) 1999-06-30 1999-06-30 Treatment of contaminated soil

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP11186009A JP2001009438A (en) 1999-06-30 1999-06-30 Treatment of contaminated soil

Publications (1)

Publication Number Publication Date
JP2001009438A true JP2001009438A (en) 2001-01-16

Family

ID=16180787

Family Applications (1)

Application Number Title Priority Date Filing Date
JP11186009A Pending JP2001009438A (en) 1999-06-30 1999-06-30 Treatment of contaminated soil

Country Status (1)

Country Link
JP (1) JP2001009438A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CZ301390B6 (en) * 2006-08-03 2010-02-10 Dekonta, A. S. Reclamation process of chlorinated ethylene-contaminated rock medium by employing in-situ chemical oxidation method with protracted reclamation effect

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CZ301390B6 (en) * 2006-08-03 2010-02-10 Dekonta, A. S. Reclamation process of chlorinated ethylene-contaminated rock medium by employing in-situ chemical oxidation method with protracted reclamation effect

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