2535
Technical Committee 211 /
Comité technique 211
3 conclUsions
soil stabilisation with binders increases the stiffness (e-
modulus) of the soil and thereby changes the resonance
frecuency of the soil. in this project the soilstabilisation has
been a key issue to meet the requrements regarding vibrationsin
a cost effective way.it has been proven that it is possible to
achieve a homogenius stabilised monolitic ring with a
circumference on 528 meters and a depth of 4 meters.
the homogenity of the stabilised material is a result of an
extensive testing program in both laboratory and full scale. the
binders’ working period has also been an important issue to
ensure a crac-proof construkton.
it has also been shown that seismic testing works very well
for both laboratory and in-situ testing of stabilised soils.
4 acKnoWledGements
the authors acknowledgepeabanläggning aB for the
opportunity to publish this data.
5 references
lindh p. 2004. compaction- and strength properties of stabilised and
unstabilised fine-grained tills.lund University. department of
Building and environmental technology. division of soil
mechanics and foundation engineering. lUtVdG/tVGt-1013 /
swedish Geotechnical institute, sGi. report 66
rydén n., ekdahl U. and lindh p. 2006. Quality control of cement
stabilised soil Using non-destructive seismic tests. advanced
testing of fresh cementitious materials, stuttgart, august 3-4, 2006 /
dGZfp - proceedings BB102-cd (deutsche Gesellschaft für
Zerstörungsfreie prüfung e.V.) lecture 34.
