沉降計算表格計算表格

1、,應力系數(shù),計算s,計算Ai,地基變形計算,工程名稱:,工程編號:,結構構件名稱:,1.計算原理,根據(jù)建筑地基基礎設計規(guī)范（GB50007-2011）第5.3.5條規(guī)定，計算地基變形時，地基內的應力分布，可采用各向同性均質線性變形體理論，其限制條件為矩形均布荷載作用下基礎變形計算,2.數(shù)據(jù)輸入,s,p0（kpa）,L（m）,B（m）,H（m）,zn(m),zn(m)按規(guī)范計算,0.20 ,392.8,64.1,23,5.9,32.00 ,28.65345321,地層號,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 ,計算深度不夠,2,13.6 ,69.4462 ,68.1015 ,0.2456 ,13.8 ,88.32 ,94.55 ,計算深度不夠,3,14.0 ,69.5256 ,68.1015 ,0.2453 ,13.8 ,2.66 ,97.22 ,計算深度不夠,4,16.3 ,70.0250 ,68.1015 ,0.2431 ,13.8 ,15.05 ,112.27 ,計算深度不夠,5,18.8 ,70.6488 ,68.1015 ,0.2403 ,13.8 ,15.82 ,128.08 ,計算深度不夠,6,24.8 ,72.4765 ,68.

4、1015 ,0.2346 ,13.8 ,37.00 ,165.08 ,計算深度不夠,7,28.6 ,73.8632 ,68.1015 ,0.2267 ,13.8 ,18.96 ,184.03 ,計算深度不夠,8,29.0 ,74.0190 ,68.1015 ,0.2261 ,13.8 ,2.05 ,186.08 ,計算深度不夠,9,31.0 ,74.8252 ,68.1015 ,0.2230 ,13.8 ,10.13 ,196.22 ,計算深度不夠,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