NIPPON SUIKOH
/
CONSULTAI{TS
CONSULTING ENGINEERS
MAIL
ADDRESS
RECRUIT
BLDG
9-7, 2-CHOME, KITAOHTSUKA
TOSHIMA-KU,
TOKYO,
JAPAN
CABLE:
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TEL:
TOKYO
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llam
should be commgnccd uith
rocl(
inlormalion,
so ELASTMETER
200 comes lirst.
It
is an application
example
to
stability
examination
for
dam body.
In
order
to review
sliding stability
for
gravity
dam
shearing stress
generating
within rock mass is to
be
obtained by
Finite
Element
Method
(FEMl.
ElasticiU
coefficient distribution
of rock foundation is required
for
these calculations
and
Elastmeter
cian
provide
the dis-
tribution.
CIYGIcd;rgfrrifi"dt
E
=
3).fi)Okg/cm2 15.d)0kg/cm2
C
=
18.okg/cm2
9.okg/cm2
HEAD
OFFICE :
2€ Kudan-kita 4<tmrc
Chfuoda-ku,
TOKYO
t
02.
JAPAN
/
Phorr :(Clill234-081
|
Trlex
:J33297
INSTRUMENTS
DIVISION
:
2-19
Daitrkubo Zchonrc. Urrwr, SAITAMA 336,
JAPAN
/
Phonc:(04881182€371
/
Tclcx:02923080
)frxxl