软土中地下二层地下室单支点围护桩的优化设计.doc

个人资料整理 仅限学习使用 1995-2003 Tsinghua Tongfang Optical Disc Co., Ltd. All rights reserved.,1966 -:(03:20012062,80 %,121070 %,(,(,29010m7,902 11,ter d2iameile 。pile dKeyis suconomic benefitasement and one shoring is discussed in this paper. The erveyed by reasonable pile2lengt hand reinforcement .words :soft clay 。double2storey basement 。single support point of enclosure pomination 。pile2lengt hdomination 。reinforcement ofbeamclay withsoftnenclosure pile iofreinforcementandlengt hdiameterdeterminemethodtodouble2storey bTheAbstract :FuChinaFuzhou 350005 ,Ltd ,Estate Co.RealRongqiaojian(HUAN GLanileOptimum design ofsingle2support enclosure pwith double2storey basement in softclay030062 -03 -20018682:1009 -:A: TU753(。:,:350005,(Sept.2001.& C. EEECTURF ARCHI TCOLL EGE OFUJ IANOFNALJOUR920013/ 4Vol. 3No.3/ 434 / 4 1995-2003 Tsinghua Tongfang Optical Disc Co., Ltd. All rights reserved.10dm32,udc2/h+h= 2+h2 +d10(,:,a/412m3+ 2/412h(maxs511s,40mmX30mm(,f,214ubc12/h+h=h(2111,ha(,(,4m3,20mm5Xt21(,3. 2,2aR,(,。,。,p,= 5mmX(,2 ,3. 1,34. 14,m1 ,do1+ 0d =do,d633/ 4 1995-2003 Tsinghua Tongfang Optical Disc Co., Ltd. All rights reserved.9m 。10/ 10 =12 +6 +=(ud10/2/h+h2 +=d(73(2(411aa01= 4h0m1= 6hdu0m1= 6h0m1= 2h,3635 %108108510-196 =0135 =3 ,1511520 %,0m115,99J GJ120 -(41551adaz= 3mh-h-L=h0m ,1134 %c=L,011+LL,p= 5mmXp= 1mm (20 %M2,1993,4221520 %10 %2 413810610,Rowe1155,9m1= 0d411,/35m1= 1d51= 1S。,214364 1995-2003 Tsinghua Tongfang Optical Disc Co., Ltd. All rights reserved. S.1997 ,2GJ1205 J.3,1994 ,J .,4(,1987 .:.,. M.E3 J,1997:1 C.,1A1.,214,1999 ,J .,1(:,a4(40 %417,50 %,2s1s2s=A/A= 12000mmA,31721As= 5940mA2,b4142(,= 2200mm(21s1sA25 =3434mm( (,ba4 (7,4 %364,(,1995 .: M.2,