Effect of Lateral Earth Pressure Coefficient on Pressure Controlled Compaction Grouting in Triaxial Condition

The design, fabrication, and assembly of a new laboratory apparatus for the investigation of the behavior of compaction grouting in triaxial condition are presented in this paper. Using this laboratory apparatus, pressure-controlled compaction grouting tests were carried out in specimens of complete...

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Veröffentlicht in:	SOILS AND FOUNDATIONS 2010, Vol.50(3), pp.441-445
Hauptverfasser:	Wang, S.Y., Chan, D.H., Lam, K.C., Au, S.K.A.
Format:	Artikel
Sprache:	eng
Schlagworte:	Applied sciences Buildings. Public works compact grouting completely decomposed granite Exact sciences and technology Geotechnics IGC: K14 injection rate laboratory tests Soil investigations. Testing Stabilization. Consolidation
Online-Zugang:	Volltext
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