Soil Nailing

We are the micropile contractor that can use different types of micropule to perform, including driven micropile, compaction micropile, jet grout micropile, post grouted micropile, pressure grouted micropile, drilled end bearning micropile and hollow bar micropile. 
Construction proceeds from the top to bottom, and head plates are installed on each nail.  Shotcrete or concrete is typically applied on the excavation face to provide continuity when a soil nail wall is constructed with the application of Self Drilling Anchor (SDA)/Hollow Bar Micropile.

The composite supporting system of the micropile and the soil nail wall is a popular and effective supporting method. It has several advantages such as the convenient installation, short construction period and low cost. The soil nail wall can control deformation of foundation pit effectively so to improve greatly its stability. There are five elements of the micropile to influence the supporting system of the composite soil nail wall:
1) Every row of the soil nail can restrict displacement of pit wall effectively.
2) The stress of the soil nailing wall has obvious time effect and excavation effect.
3) With the increase of excavation depth, the maximum shear force value of the corresponding micropile also increases gradually.
4) The bending moment of the soil nailing wall is divided into positive bending region and negative bending moment. And the maximum bending moment of the positive and negative bending moment increases with excavation depth.
5) Micropile has a certain effect to control the horizontal displacement of pit wall and decrease the axial force of the soil nail wall.



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LOCATION CONTACT EMAIL
Suite 2-7-5, No. 2, 7th Floor, Wisma Manjalara,
Jalan 7A/62A, Bandar Manjalara,
52200 Kuala Lumpur, Malaysia.
+6012-3503682 daniel.chan@geopile.com.my
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