Akmon
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7/23/2019 Akmon http://slidepdf.com/reader/full/akmon 1/17 ANGGOTAKELOMPOK DEFIANNATUREZZA 4308100077 REDEMPTUSRAJAGUKGUK 4309100079 REZAHERVINDRAA 4309100081 JONATHAN ANGELOSOARES 4310100026 ANANTYANOVEGASANTOSO 4310100036 MOCHAFIFRUSDIANTO 4310100047 DEDDYSINGGIHPRAKOSO 4310100050 MUHAMADBAHARUDIN FAHMI 4310100061 SUGENGARIYANTO 4310100072 AKHMADZEN ALM 4310100083 M.IBNUATHOILLAH 4310100085 HARISFATTAH 4310100095 IDHAM AULIAM. BASIR 4310100098
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ANGGOTA KELOMPOK
DEFIAN NATUREZZA 4308100077
REDEMPTUS RAJAGUKGUK 4309100079
REZA HERVINDRA A 4309100081JONATHAN ANGELO SOARES 4310100026
ANANTYA NOVEGA SANTOSO 4310100036
MOCH AFIF RUSDIANTO 4310100047
DEDDY SINGGIH PRAKOSO 4310100050
MUHAMAD BAHARUDIN FAHMI 4310100061
SUGENG ARIYANTO 4310100072
AKHMAD ZEN AL M 4310100083
M.IBNU ATHOILLAH 4310100085
HARIS FATTAH 4310100095
IDHAM AULIA M. BASIR 4310100098
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DEFINISI
• Akmon telah dikembangkan untuk pemecah
gelombang baru di IJmuiden, Belanda pada
tahun 1962.
• Lapisan akmon memiliki porositas hampir 60%
dan koefisien stabilitas (faktor KD) yang sedikit
lebih tinggi dari Tetrapoda. KD=10 (Paape &
Whalter, 1962).
• Lapisan akmon biasanya bervariasi antara 50%
sampai 55%.
• Digunakan sebagai bahan utama pembuatan
breakwater atau sea wall.
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JENIS-JENIS AKMON
Akmon tipe standar Akmon tipe salib
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Akmon tipe datar lintas Akmon tipe datar seberang
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Akmon tipe datar Akmon tipe cetakan setengah
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Akmon tipe standar
Berat (ton) Volume (m3) H A B C D E F
0.991 0.431 1.13 1.017 0.226 0.338 0.497 0.17 0.26
1.974 0.858 1.43 1.287 0.286 0.428 0.629 0.215 0.329
3.002 1.305 1.64 1.476 0.328 0.492 0.722 0.246 0.377
3.988 1.734 1.8 1.62 0.36 0.54 0.792 0.27 0.414
4.96 2.157 1.94 1.746 0.388 0.582 0.854 0.291 0.446
5.87 2.552 2.05 1.845 0.41 0.616 0.901 0.307 0.472
7.901 3.435 2.26 2.034 0.452 0.678 0.994 0.339 0.52
11.877 5.164 2.59 2.331 0.518 0.778 1.139 0.388 0.596
15.886 6.907 2.85 2.565 0.57 0.856 1.255 0.427 0.655
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AKMON TIPE SALIB
Berat (ton) Volume (m3) H A B C D E F
1.171 0.509 1.13 1.017 0.226 0.338 0.497 0.17 0.26
2.318 1.008 1.43 1.287 0.286 0.428 0.629 0.215 0.329
3.535 1.537 1.64 1.476 0.328 0.492 0.722 0.246 0.377
4.701 2.044 1.8 1.62 0.36 0.54 0.792 0.27 0.414
4.96 2.539 1.94 1.746 0.388 0.582 0.854 0.291 0.446
6.914 3.006 2.05 1.845 0.41 0.616 0.901 0.307 0.472
9.313 4.049 2.26 2.034 0.452 0.678 0.994 0.339 0.52
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AKMON TIPE DASAR LINTAS
Berat (ton) Volume (m3) H A B C D E F G
1.08 0.47 1.13 1.017 0.226 0.338 0.497 0.17 0.26 0.757
2.147 0.933 1.43 1.287 0.286 0.428 0.629 0.215 0.329 0.958
3.269 1.421 1.64 1.476 0.328 0.492 0.722 0.246 0.377 1.099
4.344 1.889 1.8 1.62 0.36 0.54 0.792 0.27 0.414 1.206
5.398 2.348 1.94 1.746 0.388 0.582 0.854 0.291 0.446 1.3
6.392 2.779 2.05 1.845 0.41 0.616 0.901 0.307 0.472 1.373
8.608 3.742 2.26 2.034 0.452 0.678 0.994 0.339 0.52 1.514
10.812 4.701 2.44 2.196 0.488 0.732 1.074 0.366 0.561 1.635
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AKMON TIPE DATAR SEBERANG
Berat (ton) Volume (m3) H A B C D E F
0.991 0.431 1.13 1.017 0.226 0.338 0.497 0.17 0.26
1.974 0.858 1.43 1.287 0.286 0.428 0.629 0.215 0.329
3.002 1.305 1.64 1.476 0.328 0.492 0.722 0.246 0.377
3.988 1.734 1.8 1.62 0.36 0.54 0.792 0.27 0.414
4.96 2.157 1.94 1.746 0.388 0.582 0.854 0.291 0.446
5.87 2.552 2.05 1.845 0.41 0.616 0.901 0.307 0.472
7.901 3.435 2.26 2.034 0.452 0.678 0.994 0.339 0.52
9.902 4.305 2.44 2.196 0.488 0.732 1.074 0.366 0.561
15.886 6.907 2.85 2.565 0.57 0.856 1.255 0.427 0.655
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AKMON TIPE DATAR
Berat (ton) Volume (m3)H A B C D E F G
0.902 0.392 1.13 1.017 0.226 0.338 0.497 0.17 0.26 0.757
1.801 0.783 1.43 1.287 0.286 0.428 0.629 0.215 0.329 0.958
2.735 1.189 1.64 1.476 0.328 0.492 0.722 0.246 0.377 1.099
3.632 1.579 1.8 1.62 0.36 0.54 0.792 0.27 0.414 1.206
4.522 1.966 1.94 1.746 0.388 0.582 0.854 0.291 0.446 1.3
5.348 2.325 2.05 1.845 0.41 0.616 0.901 0.307 0.472 1.373
7.194 3.128 2.26 2.034 0.452 0.678 0.994 0.339 0.52 1.514
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AKMON TIPE DATAR SETENGAH
Berat (ton) Volume (m3) A D H1
1
0.216 1.017 0.497 0.565
2
0.429 1.287 0.629 0.715
3
0.653 1.476 0.722 0.82
4
0.867 1.62 0.792 0.9
5
1.078 1.746 0.854 0.97
6
1.276 1.845 0.901 1.025
8
1.717 2.034 0.994 1.13
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RANDOM PLACEMENT
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UNIFORM PLACEMENT
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UJI COBA LABORATORIUM
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PENEMPATAN DI LAPANGAN
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DAFTAR PUSTAKA
http://www.akmon.co.jp/
Jurnal “Development Concrete Breakwater
Armour Units Canada 2003”
Jurnal “BOSAIKOGYO CO, LTD.”Jurnal “Akmon Armour Unit for Cover Layers of
Rubble Mound Breakwaters”
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T e r i m
a
K a s i h
MAK ASI
AT U R N U H U N
SEKIAN
SAK ALANG
K ONG
ARIGA T
O
