
Soil and Groundwater Contamination Survey and Countermeasure Technologies
| Category of Tchnology | Treatment | On-site Extraction | |
| Media | Soil, Groundwater, Soil Gas | ||
| Contaminants |
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| Applied (Demonstrated) Substances | Trichloroethylene, Tetrachloroethylene | ||
| Scope | Concentration Range | It is difficult to solidify contaminants in their original liquid forms. | |
| Hydrogeological Conditions |
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| Chemical Soil Properties | |||
| Other Remarks | |||
| Technology Description | Classification | ||
| Status |
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| Outline of Technology | This is physical measures, in which rods are driven down to the required depth by water-jet hammer, to inject cement milk containing hardening agents into the ground in high pressure, thereby to displace the contaminated soil with hardened concrete. The technologies to remove the clay contaminated with VOCs, such as trichloroethylene, have been proven effective. | ||
| Required Pre- and Post-treatment | The injection of cement milk breaks up an equivalent volume of clay body into slime, which surfaces and needs to be disposed of. | ||
| Enhance Effectiveness through Combination | |||
| Case History | Cement milk was injected into the section of 1.5 m in depth between GL-3 m to GL-4.5 m to form 195 cylindrical solid bodies of 1.6 m-diameter . The sampled solid bodies were found to have formed the desired non-permeable layer (10-9 - 10-10 cm/s). However, a solution test found that the conditions remained unchanged in some parts. Thus, as a second step, the instant hardening/displacing method was used. Resultantly, the solid bodieselution was proven to meet the Soil Environmental Quality Standards. | ||
| Application Examples | The technology has been used for the restoration at one place in Chiba Prefecture. Besides, it has been used in many cases to improve soft ground. | ||
| Limitations | This method is difficult to apply to the area under buildings, etc. | ||
| Properties of Treated Soil | Properties Change to Major Extent | ||
| Schematic Flow Process |
System Devices for High-pressure Jet-propelled Agitation, Displacement, Solidification |
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| Applicability | In Situ Applicability | Possible | |
| Ground Structures | Not Applicable | ||
| Required Excavation | Rods have to be driven down by water-jet hammer. | ||
| Groundwater Extraction | None | ||
| Required Space | From 24 m2 to 90m2, depending on the scale, to install the machines. | ||
| Operational Time | Depends on the scale. In particular, the hardening speed of the injected cement milk is a determining factor. | ||
| Installation Time | |||
| Maintenance and Control Requirements | Disposal of the slime and preparation of the cement milk are required. | ||
| Additional Remarks | |||
| Secondary Impacts to Environment | Secondary Treatment Required? | Off-gas Treatment | |
| Effects on Living Environment | Noise | ||
| Additives | |||
| Possibility of Contaminant Spreading | The injection of cement milk may disperse contaminants. | ||
| Secondary By-products | None | ||
Soil Environment Management Division, Water Environment Department, Environmental Management Bureau, Ministry of Environment
Tel: +81-3-5521-8319
E-mail: MOE@env.go.jp