3BAUS R L,WANG M C.Bearing capacity of strip footing above void[J].Journal of Geotechnical Engineering,ASCE,1983,109:1-14.
4WANG M C,BADIE A.Effect of underground void on foundation stability[J].Journal of Geotechnical Engineering,ASCE,1985,111(8):1 008-1 019.
5WANG M C,JAO M,HSIEH C W.Effect of underground cavern on footing interaction[C]//Proc.13th Int.Conf.on Soil Mechanics and Foundation Engineering.New Delhi,India:[s.n.],1994:575-578.
6BADIE A,WANG M C.Stability of spread footing above void in clay[J].Journal of Geotechnical Engineering,ASCE,1984,110(11):1 591-1 605.
7ABIR A T,LISA R,MICHAEL O R.Model tests of footings above shallow caverns[J].Ground Engineering,ASCE,1989,22(1):39 -42.
8AZAM G,JAO M,WANG M C.Cavern effect on stability of strip footing in two-layer soils[J].Journal of Geotechnical Engineering,ASCE,1997,28(2):151-164.
9UEHARA H,SHINZYOU T,SUNAGAWA T,et al.Soil and constructing performances on Okinawa islands[J].Tsuchi-to-Kiso,Japan Geetechnical Society,1988,36(11):16-20.
10MANO H,KAMEDA H,ASAKA T.Construction of the substructure of Malaysia-Singapore second crossing bridge[J].Tsuchi-to-Kiso,Japan Geotechnical Society,1998,46(1):26-30.