土力学与基础工程课后思考题答案.pdf
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1、土力学与基础工程课后思考题答案土力学与基础工程课后思考题答案222.211swdde=+(2)1rws ws erd re+=+(3)(1)Srwdnsn=1sv=vsvev=vve=1svvvve=+=+sssmdv=1wpssswswmd vd=wsmwm=100%wsswmwmwd=(1)swswmmmdw=+=+1sdmv=1swdde=+2wrvvsv=100%srwdse=srwds e=(1)(1)11swswdwdw rmrgggvee+=+1sws wd wrd re+=+1rws ws erd re+=+3vvnv=100%11enneen=+wrvvsv=100%=swd
2、e=(1)svdnn2.31sv=sd=2.70=32.2%=1.913/g cm31.0/wg cm=2.506rsr1sv=,2.70sd=,w=32.2%,=1.91g/3cm,31.0/wg cm=svsvvv vveve=+w wsm mm m1 10 00%0%(1)1)swsw(1)1)dwdw(1)1)1)sw=+=+dwdw(1)1)veve=+ve1dw wm mw wm=wm100%0%s s3(1)2.70(1 0.322)1.0110.871.91swdwe+=13vv0.87ecm=20.322wsvwd=*2.70=0.873cm311 0.871.87ve=+=
3、+=3cm42.70sswmd=*1.0=2.70g50.322wswmwd=*2.70*1.00.87g=63.57swmmmg=+=7srwdse=wvvv*0.87100%0.87=*100%=100%812.7 1110.87swdrgge=+*1039.1/kN m=2.4723cm129.5g121.5g2.7wersrsatr rdr,372vcm=m=129.5g121.5smg=2.7sd=3129.51.799/72mg cmv=(1)wmwms=*100%=ssmmm*100%129.5 121.5121.5=*100%=6.6%7070g g2222*2 2.7070*
4、1.0wggggw0.8787g g=0.8787100%0%0=1 1s sd ds sggggggggsggggsgggggggggg+e e4ssswmdv=121.52.7sssmvd=45=724527vsvvv=22745vsvev=0.60129.5 121.581wwwmv=3827wrvvsv=*100%=29.641.799rg=*10=18.0kN/3m5svwsatmvrgv+=121.52772+=*10=20.6kN/3m6121.54572sswmvrggv=*1010.6Kn/3m121.572sddmrggv=*10=16.9kN/3msatrrdr r2.5
5、2.6832.0%er100%rs=2.68sd=32.0%w=wrvvsv=*100%=100%wvvv=wsmwm=*100%=wwsvm=vwsvmvwsvmw=ssswmdv=ssswmd v=vwsswvd vw=vssvd v w=vsssssvd v wed wvv=Q=2.68*0.32=0.86(1)2.6811 0.86swdwrge+=+1+0.32*10=19kN/3m2.61.77g/3cm,9.8%2.670.4610.943erD31.77/g cm=w=9.8%2.67sd=min0.461e=max0.943e=(1)1swdwe+=2.67(10.098)1
6、1.77+=0.65623232.0%0%w=wvwvvvvvwvwvvvvvvv68w wsmm m=*1 10000%=swvwvwv vwvws sd wd ws=2 2 685maxmaxmin0.9430.6560.5950.9430.461reeDee=Q0.67rD 0.332.7=1.66g/3cm,sd=2.6940%w?31.66/dg cm=2.69sd=40%rs=2.69 1110.6201.66swdde=0.40 0.62w2.69rss ed=*100%=9.2%2.8w=28.5%,r=19kN/3m,2.68sd=,mm220.50.50.25 0.20.0
7、750.075%9.4 18.621037.513.512343mN=1410.075mm9.4%+18.6%+21.0%+37.5%=86.9%50%2e=(1)2.68(10.285)1110.811.9swdw+=0.285 2.68100%94.3%0.81srwdse=34N=1410N152.9w=36.4%Lw=48%Pw=35.4%.(1)PILI(2)w=36.4%Lw=48%Pw=35.4%0 0.5.50 0.25 08.6 621213m3md d25 0.20 0.0 0750 075mm1)21 1swsw1)1)1)1)swsw=2 28614835.412.6p
8、LpIww=36.435.40.0812.6pLpwwII=210pI170LI=0.080.252.102.35a.b23.50m23.20m20m1abi25k=210mm/sabvh12mQQ=325k=510mm/s0i=0.00511223.5023.200.01520hhiL=2vki=5*210*0.0157.5=*410/mm s7.5Qrst=*410*3600*1*6102.7=*3310/mh*2m3()5bvk ii=*510*0.015-0.005=0.05*5/mm s105=*710 mm/s1.8=*610m/h66321.8 101 1 1.8 10/.Qvs
9、tmhm=2.11180g18%25%122 23 3.5 50 02 2=1071180mg=118%w=225w=%Q11wsmwm=*100%=18%1swmm+=180sm=152.54g1wm=27.46g22wsmmm=*100%=25%20.25wm=*152.54=38.135g38.135-27.46=10.7g2.12w(%)17.215.2 12.2 10.08.87.4P(g/cm)2.062.10 2.16 2.132.031.89=2.65opwd2.061.758110.172dw=+d=1.823d=1.925d=1.936d=2.0310.088+=1.881
10、d=1.760maxd=1.93610%sd833.13.313.111 117czrh=*2.0=34.0kpa2cz=34.0+22r h=34.0+19*3.8=106.2kpa(1)(1)1(1)swssdrdrredw=+(2.74 1)18.22.74=1+0.41=8.197kN/3m33106.2106.28.197czr h=+=+*4.2=140.6kpa r=319.6 109.6/satwrrkN m=44140.6140.69.6czr h=+=+*2.0=159.8kpa3.23.313.24159.8(4.22.0)221.8wrkpa=+=3.33.32250k
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