Contents preface (VII) introduction 1—37

V

1×96)×96M

21×96)×(96)

Atthebasec=cφ(forV×9)×9

M

21×9)×(9)

(3)

U

=0.726

=0.299

D

=0.726

=0.299

=

=

pe

pe

pe

pe

Loaddueto

sedimentdepositWExcesshori-

zontalpressureExcessvertical

load

Earthquake

forcesInertialhorizontalforce

duetoweightof

thedam

Hydrodynamic

force

Head-water

(c

1Tail-water

(2)

=h)

s

y

for

m

=c

1

4.

(i)

(ii)

5.

(i)

(ii)

(a)

(b)

(1)