Translation of "Anstehender boden" in English

Potholes in the road surface and damages arise, the water runs through the gravel bed and softened the underlying subfloor (sub soil, subgrade).

The maximum safe height of a dump depends on the underlying soil or rock.

During drilling and extraction, the surrounding soil is displaced.

This blade is drawn over the native soil and produces thus desired surface inclinations.

The in-situ ground and also the stability turned out to be very heterogeneous.

There the existing soil was replaced to a depth of 12.00 m, thus ensuring a linear filling system.

This renders the system suitable also for existing soils that have very poor and poor load-bearing capacity properties.

If suitable soil materials are available in the area of the dump, these may be improved by the addition of clay powder, bentonite or possibly waterglass to form a clay or soil concrete.

It is recommended that this layer should be made of materials that are compacted subsequently (usually clay) rather than from existing soils compacted in situ.

The mechanical consolidation ensures a high friction coefficient between the soil and the non-woven textile material and the covering material.

At the same time, the drilling head produces a drill-hole, the soil that is to be worked is dislodged, and is conveyed to the surface (preferably also through the vertical connecting device).

The activated carbon sheeting is either placed in the ground (with the system) or the drain-in-drain solution is used in which a drainage pipe wrapped in the matting is inserted into a larger pipe, thus functioning as a filter module.

By combining wire mesh mats, geosynthetics and the existing soil we can guarantee you absolute stability for the surface lying above with vegetation on the sloped areas.

The Alphasoil®-06 technology is a unique technology which allows relatively easy, upcoming locally available soil, enhance in an acceptable raw material for the brick production.

In DE 199 40 875 C1, a method is already described in which at least one part of the excavated soil or soil sitting on the trench floor is processed, wherein the soil is homogenized during the processing and a binding agent is added to it.

Such vibrations can be recorded by suitable sensors and evaluated by an evaluation unit, thus allowing conclusions regarding the radial depth of penetration of the jet in the ground.

Jet grouting is a soil grouting method wherein an energy-rich cutting jet consisting of water and a cement suspension is used to cut and erode the soil contained in the region of the borehole.

The jet grouting tool 3 comprises one or several exit nozzles 11 via which an injection material can be ejected through the jet grouting rod 10 into the in-situ soil 12, and possibly a drilling crown 13 which is arranged at the end of the jet grouting rod 10 .

For this purpose, the jet grouting tool 3 is pulled upwards while rotating at the same time, more particularly up to the point of reaching the ground edge 8, wherein, while the tool 3 is being pulled up, an injection material exits under a high pressure from one or several nozzles 11, while eroding the surrounding ground and being mixed with same.

As a result of the pointed removal tip of the chisel, therefore, sufficient material is generally removed upon rotating the cutting wheel so that the cutting tooth does not come into contact or only comes into slight contact with the ground ahead.

Through this flushing of the borehole bottom a very clean separating surface can be achieved between the borehole and the solid, adjacent ground.

Together with the outcropping soil the holding plates 3, 3 ? include an angle of inclination a that suitably ranges between 10 and 80° depending on the soil type.