__________h14cmh25cmh36cmh420cmh523cmE12000MPaE21800MPaE31200MPaE43600MPaE52400MPaE035MPaH40cmE22400MPa______________________h3958cmE13600Mpa
E035MPa
hhk09
k1
i4
Ek200018001200469223958cmE4360036003600
Ek2400400940cmEi12400
，
H
H
kj1
h

1
k09

_
40h3958E22400E0353763720670014610651065E13600E22400
查表得
008m1213m2056
mpm1m2070082130560067MPaR021MPa
因此，满足要求。
_
473石灰土土层层底拉应力验算
______________________h14cmh25cmh36cmh420cmE12000MPaE21800MPaE31200MPaE43600MPa
12
_______________________h3733cmE13600Mpa
H40cm
E22400MPa
fh523cm
E52400MPaE035MPaH40cm
E035MPa
hh14
H
EE1Eh242h343h43733cmE4E4E4

_
40h3733E22400E0353763510670014610651065E13600E22400
查表得
027
1112
2035
mp
1
207027112035007MPaR008MPa，
故满足要求。
_
13
fr