8LO S C R.Determination of design parameters of a mesh typereinforcement[J].Geotechnical Testing Journal.ASTM,1990,13(4):343-350.
9MIR E N.Pullout and direct shear test of hexagonal wire meshreinforcement in various fill materials including lahar from Mt.Pinatubo,Philipines[D].Bangkok:Asian Institute of Technology,1999.
10TEERAWATTANASUK C.Interaction and deformationbehavior of hexagonal wire mesh reinforcement at the vicinity ofshear surface on sand and volcanic ash(lahar)backfill[D].Bangkok:Asian Institute of Technology,1997:76-88.