Page 13 - BULETIN GEOTEKNIK 2023

05

Gabion wall with dimension 1m x 1m x

1m is laid on both sides of the

geopolymatress for stability purpose.

06

Geopolymatress is placed on top of the

geotextile separator and glued by using

polyurethane foam to form a solid

homogeneous mattress-like layer.

07

Finally, after completion of the consolidation settlement period, the embankment is prepared to

receive the crushed aggregate subbase, binder course and wearing course

RECOMMENDATION
RECOMMENDATION

r
h
d
e
i
i
r
e
v

o
f
s
e
t

a
,
T
Therefore, it is advised

i
d
s
e
that long-term
t h a t l o n g - t e r m

n
u
t
g
r
a
s
i
h
o

c
m
o
n
i
s
monitoring such as
b
A
o
d

e
t
S
h
o
e
O
m
t
K
A

ASAOKA method to be
A

established for at least
e s t a b l i s h e d f o r a t l e a s t
f
f
a
five years after

e
a
r
e
y
e

i
s
v
t
r

i
n
s
s
t
r
n
construction is
c
o
u
t
i
o
c
c o m p l e t e d t o c o m p a r e
completed to compare
R
s
'
e
s
w

s
u
t
l
results with JKR's
h

K
J
i
r
t
Acceptance
c
A
c
c
n
a
e
e
p
t
Geotechnical Design
G e o t e c h n i c a l D e s i g n
Criteria.
C r i t e r i a .
11