6Lindsey Sebastian Bryson,"Performance of a stiff excavation an adjacent building" A dissertation submitted to the graduate school in Partial fi.tlfillment, of the requirements for the degree doctor of PhilosoPhy field of civil engineering,Evanston,Illinois.D eeember2002. 被引量：1
7Anderson,Thomas .C .Sceant piles support aceess shafts for tunnel crossing indifl~eult geologic conditions.Geoteehnieal Speeial Publieation, n124, Geosupport 2004-Drilled Shafts,MicroPiling, Deep Mixing, Remedial Methods, and Specialty Foundation systems,Proceedings of Sessions of the GeoSupport Conferenee: Innovation and Cooperation in Geo,2004,P299-308. 被引量：1
8Arturo Ressi di Cervia Construetion of the deep eut-offat the Walter E George dam.Proceedings of Sessions of the GeoSupport Conferencelnnovation and CooPeration in Geo, 2004. 被引量：1
9Miehele Calvello, Richard J. Finno. Selceting parameters to optimize in model calibration by inverse analysis[j]. Computers and Geoteehnics 31(2004):411-425. 被引量：1
10Laefer,Debra Fen. Prediction and Assessment of Ground Movement and Building Damage induced by Adjacent Exeavation.University of Illinois at Urbana-Champaign , ph,D.2001. 被引量：1
