沉降計(jì)算表格計(jì)算表格

1、,應(yīng)力系數(shù),計(jì)算s,計(jì)算Ai,地基變形計(jì)算,工程名稱:,工程編號(hào):,結(jié)構(gòu)構(gòu)件名稱:,1.計(jì)算原理,根據(jù)建筑地基基礎(chǔ)設(shè)計(jì)規(guī)范（GB50007-2011）第5.3.5條規(guī)定，計(jì)算地基變形時(shí)，地基內(nèi)的應(yīng)力分布，可采用各向同性均質(zhì)線性變形體理論，其限制條件為矩形均布荷載作用下基礎(chǔ)變形計(jì)算,2.數(shù)據(jù)輸入,s,p0（kpa）,L（m）,B（m）,H（m）,zn(m),zn(m)按規(guī)范計(jì)算,0.20 ,392.8,64.1,23,5.9,32.00 ,28.65345321,地層號(hào),層底深度,fak,Es,土層到基底的深度hi,注:地層自基底以下地層填起,基底以上有分層的地層不填,m,kpa,Mpa,（m）

2、,2,0.95,373.85,15.0 ,-4.95,3,13.55,373.85,19.0 ,7.65,4,14,373.85,85.2 ,8.1,4,16.25,350,27.3 ,10.35,4-1,18.75,180,13.8 ,12.85,4,24.75,350,27.3 ,12.85,4-1,28.55,350,9.4 ,22.65,5,29,170,33.2 ,23.1,5-1,32,400,33.2 ,26.1,3.計(jì)算,I,zi,(L2+B2+Z2)0.5,(L2+B2)0.5,i,Esi,si(mm),si(mm),s(mm),1,1.0 ,68.1081 ,68.1015

3、 ,0.2500 ,15.0 ,6.23 ,6.23 ,計(jì)算深度不夠,2,13.6 ,69.4462 ,68.1015 ,0.2456 ,13.8 ,88.32 ,94.55 ,計(jì)算深度不夠,3,14.0 ,69.5256 ,68.1015 ,0.2453 ,13.8 ,2.66 ,97.22 ,計(jì)算深度不夠,4,16.3 ,70.0250 ,68.1015 ,0.2431 ,13.8 ,15.05 ,112.27 ,計(jì)算深度不夠,5,18.8 ,70.6488 ,68.1015 ,0.2403 ,13.8 ,15.82 ,128.08 ,計(jì)算深度不夠,6,24.8 ,72.4765 ,68.

4、1015 ,0.2346 ,13.8 ,37.00 ,165.08 ,計(jì)算深度不夠,7,28.6 ,73.8632 ,68.1015 ,0.2267 ,13.8 ,18.96 ,184.03 ,計(jì)算深度不夠,8,29.0 ,74.0190 ,68.1015 ,0.2261 ,13.8 ,2.05 ,186.08 ,計(jì)算深度不夠,9,31.0 ,74.8252 ,68.1015 ,0.2230 ,13.8 ,10.13 ,196.22 ,計(jì)算深度不夠,10,32.0 ,75.2450 ,68.1015 ,0.2214 ,13.8 ,4.92 ,201.14 ,40.23 ,4.說明,黃色區(qū)為數(shù)據(jù)輸入?yún)^(qū),白色區(qū)數(shù)據(jù)自