508
130
influence
275
comparison
967
pleasing
expected
382
330
combined
hoped
wear
issue
161
646
demand
void
significant
facilitie
relationship
477
answer
specimen
992
seen
greatly
391
461
397
929
adsorbent
529
552
objective
934
463
utilizing
research
856
2013
conduct
268
scope
000
without
through
422
there
579
namely
american
512
311
background
unit
existing
1346
sidewalk
302
544
882
146
prabowo
614
736
442
460
rainfall
724
businesse
shown
method
652
could
644
well
significantly
907
569
507
883
follow
546
better
920
650
washing
permeable
876
sectional
UP
keyword
338
pavement
describe
makassar
731
magnitude
floor
daryanto
enhancing
125
115
212
090
191
605
9833
133
545
density
mechanical
409
yellowish
previously
day
indicate
923
730
770
arifi
gowa
similar
wa
acceptable
214
436
type
014
868
solid
190
between
182
out
037
paste
209
JRKMS
volume
high
lower
RECOMMENDATIONS
mixing
518
cause
344
more
filled
drain
976
cros
140
wastewater
633
369
information
page
2015
selection
table
area
REVIEW
255
092
even
675
cavitie
used
ashad1
examination
environment
817
vice
particle
calculation
821
reducing
908
finenes
recycled
210
anggraeni
improvement
porou
ABSTRACT
gradation
applied
241
carried
resolved
035
containing
cahya
qualified
treat
808
263
1355
110
modulu
recapitulation
890
129
tamai
testing
872
region
685
429
necessary
planning
future
following
dia
358
mixture
sary
kadzim
166
obtained
039
027
application
098
higher
450
004
m𝑚2
773
total
694
range
656
kurniawan
tech
allowing
when
945
443
error
design
simulation
may
893
084
made
322
gravity
sakamoto
630
533
993
provide
601
mpa
225
599
554
scientific
mix
not
low
844
water
tya
rain
surrounding
594
occur
overall
amount
870
385
surface
345
greater
S1
610
level
overflow
conversely
178
160
perviou
superplasticizer
human
agu
dintek
2022
variation
south
unidayan
because
case
construction
time
absorption
hole
around
335
angu
non
290
correlation
765
farzin
gone
2019
627
test
added
073
analysi
155
794
360
thu
858
571
113
compressive
engineering
determining
cylinder
vol
874
895
986
material
398
also
163
specific
221
673
obtain
445
120
science
665
678
REFERENCES
change
712
437
776
884
474
faculty
622
urban
619
pressure
158
direct
560
joni
525
zero
rooving
511
122
096
using
351
780
load
matrix
soaking
propertie
show
522
GEOMATE
portland
building
235
670
227
will
185
428
365
495
they
340
145
bili
520
047
513
323
211
must
stagnant
versa
effort
592
781
200
than
one
INTRODUCTION
nandiyanto
regency
compaction
738
breaking
effect
hanafi
159
142
yulia
205
963
XI
684
117
flood
411
152
871
model
mechanic
735
able
moslem
700
recommendation
754
UNHAS
furthermore
030
examining
sludge
732
technology
age
gravel
fine
105
267
852
umi
834
305
organic
680
17662
2020
execution
pollution
shandy
river
media
result
510
sulawesi
616
245
431
porosity
355
ratio
300
639
procedia
179
FAS
drainage
february
proces
636
smaller
415
factor
determine
absorbed
environmentally
planned
progres
181
each
476
fundamental
188
advanced
near
739
081
conclusion
811
333
regular
control
before
540
university
ha
optimal
ijesca
LITERATURE
059
557
857
194
038
393
180
option
213
535
667
887
265
reference
471
percentage
wahyuning
S2
326
795
widodo
578
studie
into
mineral
average
problem
100
public
973
009
f'c
aggregate
573
samsul
ACI
characteristic
generally
below
2017
civilization
content
408
duration
object
development
defined
812
798
215
committee
231
such
intensity
maegawa
587
soil
industry
slump
close
315
irzal
concrete
pas
quality
hatanaka
performance
size
connecting
formula
composition
954
003
immersion
value
547
491
561
cai
produce
flexural
catchment
607
440
consist
862
880
103
332
175
982
PP
040
195
how
183
parking
342
246
clear
stone
cement
760
980
hermanto
108
suggestion
civil
indonesia
limited
2021
puddle
filtration
S3
845
karami
due
crushed
affect
150
136
389
tabled
287
379
nasrul
310
504
747
126
sand
email
892
135
doe
453
662
code
643
june
teymouri
arrangement
DISCUSSION
use
173
531
553
environ
contained
long
study
elsevier
757
researcher
ari
797
data
112
small
mm2
purpose
238
march
068
province
based
224
566
989
087
228
only
produced
microstructure
lightweight
375
953
1125
832
522R
old
almost
addition
439
ashad
pumice
423
230
friendly
runoff
road
regarding
994
588
include
figure
treatment
benefit
tear
resulting
examine
contribution
388
pribadi
weight
strength
131
013
ltr
tend
493
haribowo
international
fiber
556
after
item
2406
same
effectivenes
adhesion
285
department
240
space
585
625
number
873
institute
220
respectively
above
600
mishima
current
innovation
2014
hari
casting
kheirabad
370
550
2010
170
sufficient
831
traffic
ISSN
742
journal
233
CONCLUSIONS
subsoil
748
206
graph
ingredient
much
pore
456
fraction
all
334
sourced
077
coarse
little
jiwei
755
114
formed
rice
699
husk
need
165
mousavi