Effects of jet grouting on adjacent ground and structures

The basement excavation of the Singapore Post Center involved extensive jet grouting to improve the soft marine clay present within the excavation. Th e treated soil mass, with much improved strength and deformation characteri stics, was intended to act as an internal strut below the bottom of the exc avation level, reducing movements caused by the basement excavation. This p aper presents the performance of production grouting carried out during the construction of the building's basement. Results of monitoring suggest tha t the jet grouting caused the retaining diaphragm walls to move between 9.7 and 36.4 mm. The soils behind the walls also moved away from the excavatio n. Movements ranged from 35.3 to 53.6 mm within 1-2 m from the wall to 13.5 to 32.8 mm at 4.5-20.5 m away from the wall. The recorded soil heave range d from 2 to 24 mm, with the majority of the measurements being less than 10 mm. The backward movements induced by the production grouting are similar to those induced by preloading a strut of braced excavation system. Provide d the backward movements do not exceed the allowable limits, they would hel p in minimizing the ultimate positive movements induced by the subsequent b asement excavation. The jet grouting also induced some bending moments on t he diaphragm walls and caused the adjacent structures to tilt and move away from the jet grout area.