4Bruce,D.A.Enhancing the performance of large diameter piles by grouting[J].Grouting Engineering,1985. 被引量：1
5Bolognesi,A.J.L., Moretto,O.Stage grouting perloading of large piles on sand[C].proc.8th ICSME,Moscow,1973. 被引量：2
6Lizzi,F.Directeur Technique de La Societe Anonyme Fondedile.Pieude Foundation Fondedile a ''Cellule de Precharge'',(Pieu F.C.P)[J].Construction,1976,(6). 被引量：1
7Fleming,W.G.K.The improvement of pile performance by base grouting[C].In:Proc.Imstn.Civ.Engers,1993,(8). 被引量：1
8Littlejohn,G.S.,Ingle,J.L., Dadasbilge,K.Improvement in base resistance of large diameter piles founded in silty sand[C].Proc.8th EuropeanConference on Soil Mechanics and Foundation Engineering,Helsiniki,1983. 被引量：1
9Stocker,M.F.The influence of post grouting on the load bearing capacity of bored piles[C].Proc.8th European Conference on Soil Mechanicsand Foundation Engineering,Helsiniki,1983. 被引量：2
10Olevskij,Yu.A.Strengthening of largepanel building by means of bore grouting of driven piles[J].Osnovaniya,Fundamenty i Mekhanika Gruntov,1992. 被引量：2
