CERC.1984.Shore Protection Manual Volume I. Washington: US Army Corps of Engineer.

Daftar Pustaka Draft Laporan Tugas Akhir (KL-40Z0) Perancangan Dermaga dan Trestle Tipe Deck On Pile di Pelabuhan Garongkong, Sulawesi Selatan British Standard. Bruun,Per.Port Engineering Volume 1, 4 th Edition. Gulf Publishing Company. CERC.1984.Shore Protection Manual Volume I. Washington: US Army Corps of Engineer. CERC.1984. Shore Protection Manual Volume II. Washington: US Army Corps of Engineer. Christady Hardiyatmo, Hary.2002.Teknik Fondasi 1 edisi kedua.yogyakarta : Beta Offset. Das,Braja M.1990. Principles of Foundation Engineering 2 nd Edition. Massachussets : PWS- KENT Publishing Company. Mac Gregor, James.1997.Reinforced Concrete Mechanic And Design. New Jersey : Prentice Hall Inc. Mc Cormac, Jack C. Alih bahasa : Sumargo, Ph.D. Desain Beton Bertulang edisi kelima Jilid 1. Jakarta : Penerbit Erlangga. SKSNI 2002 03-xxxx-2002. Tata Cara Perhitungan Struktur Beton Untuk Bangunan Gedung. Jakarta : Badan Standardisasi Nasional. SKSNI T-15-1991, Tata Cara Perhitungan Struktur Beton Untuk Bangunan Gedung. Jakarta : Badan Standardisasi Nasional. SNI 1726-2002. Tata Cara Perencanaan Ketahanan Gempa Untuk Bangunan Gedung. Jakarta : Badan Standardisasi Nasional RSNI T-02-2005 Standar Pembebanan untuk Jembatan Triatmodjo, Bambang. 1999. Pelabuhan. Yogyakarta : Beta Offset. T.Gunawan dan Margaret Saleh. 1999. Teori dan Soal Penyelesaian Struktur Beton Bertulang Jilid 1.Jakarta : Delta Teknik Group. The Overseas Coastal Area Development Institute of Japan (OCDI), Technical Standards For Port And Harbour Facilities in Japan. Tokyo Japan.2002. W Tedesco, Joseph. 1999.Structural Dynamic.California : Addison Wesley Longman, Inc. Draft Laporan Tugas Akhir (KL-40Z0) Perancangan Dermaga dan Trestle Tipe Deck On Pile di Pelabuhan Garongkong, Sulawesi Selatan xv

SAP2000 Software CONCAD Software Draft Laporan Tugas Akhir (KL-40Z0) Perancangan Dermaga dan Trestle Tipe Deck On Pile di Pelabuhan Garongkong, Sulawesi Selatan xv

LAPORAN TUGAS AKHIR (KL-40Z0) Perancangan Dermaga dan Trestle Tipe Deck On Pile di Pelabuhan Garongkong, Propinsi Sulawesi Selatan Lampiran A Data Tanah

TABEL A.1 DRILL LOG HOLE No. BL.01 PROJECT : RENCANA DERMAGA PENYEBRANGAN COORDINAT: X = DEPTH : 40,00 Meter ELEVATION : - 7,00 Meter ( Sea ba : Y = INCLINATIO: Vertical DRILL RIG : Long Year LOCATION : DS. GARONGKONG D A T E : FROM= 20-08 - 2007 AVERAGE CORE RECOVERY : 66,13 TO = 23-08 - 2007 DRILLED BY : Bejo LOGGED BY : ROCK TYPE GROUND core R Q D PERMEA DATE DEPTH ELEVASAM OR COLUMN D E S C R I P T I O N CASS WATER recovery N GRAPHIC S.P.T BILITY DEPTH (m) TION PLE FORMATION SECTION DOWN LEVEL 0 100 Cm 0 100 % SPT K (m) % 0 20406080 cm/sec 20/08/07 1,00 : : : : 60 1,00 SPT.1 2,00 DS.1 : : : : 70 N= 12/30 2,00 Pasir sisipan kerang, butiran pasir halus, 3,00 : : : : warna putih, 3,00 60 3,00 SPT.2 sifat lepas 4,00 : : : : 60 N= 14/30 4,00 5,00 5,00 DS.2 : : : : 5,00 50 5,00 6,00 : : : : 50 6,00 SPT.3 7,00 : : : : 40 N= 23/30 7,00 8,00 : : : : 8,00 40 8,00 SPT.4 9,00 : : : : Pasir kasar, 60 N= 45/30 9,00 warna abu - abu, 21/08/07 10,00 DS.3 : : : : sifat sedang 60 10,00 11,00 : : : : 11,00 50 11,00 SPT.5 12,00 : : : : 60 N= 47/30 12,00 13,00 : : : : 40 13,00 SPT.6 ### 14,00 : : : : 40 N= 45/30 14,00 15,00 15,00 DS.4 : : : : 85 15,00 = = = = = = = = = = 16,00 = = = = = = = = = ### 95 16,00 SPT.7 = = = = = = = = = = 17,00 = = = = = = = = = 90 N= 43/30 17,00 = = = = = = = = = = 18,00 = = = = = = = = = ### 90 18,00 SPT.8 = = = = = = = = = = 19,00 = = = = = = = = = 90 N= 45/30 19,00 = = = = = = = = = = Lempung, 22/08/07 20,00 DS.5 = = = = = = = = = warna hitam keabu - abuan, 80 20,00 = = = = = = = = = = sifat sedang - padat, 21,00 = = = = = = = = = plastisitas tinggi ### 80 21,00 SPT.9 = = = = = = = = = =

22,00 = = = = = = = = = 85 N= 45/30 22,00 = = = = = = = = = = 23,00 = = = = = = = = = 85 23,00 SPT.10 = = = = = = = = = = 24,00 = = = = = = = = = ### 90 N= 47/30 24,00 = = = = = = = = = = 25,00 25,00 DS.6 = = = = = = = = = 70 25,00 = = = = = = 26,00 = = = = = 60 26,00 SPT.11 = = = = = = 27,00 = = = = = ### 60 N= 52/30 27,00 = = = = = = 28,00 = = = = = 80 28,00 SPT.12 = = = = = = 29,00 = = = = = Lempung pasiran, ### 80 N= 55/30 29,00 = = = = = = warna abu - abu kehitaman, 23/08/07 30,00 DS.7 = = = = = sifat padat, 85 30,00 = = = = = = plastisitas rendah - sedang 31,00 = = = = = 60 31,00 SPT.13 = = = = = = ### 32,00 = = = = = 60 N= 56/30 32,00 = = = = = = 33,00 = = = = = 70 33,00 SPT.14 = = = = = = 34,00 = = = = = ### 70 N= 57/30 34,00 = = = = = = 35,00 35,00 DS.8 = = = = = 60 35,00 = = = = = 36,00 = = = = = = ### 50 36,00 SPT.13 = = = = = 37,00 = = = = = = Lempung pasiran, sisipan batu karang, 50 N= 58/30 37,00 = = = = = warna putih keabu - abuan, 38,00 = = = = = = sifat keras 70 38,00 SPT.14 = = = = = plastisitas sedang - tinggi ### 39,00 = = = = = = 60 N= > 60 39,00 = = = = = 40,00 = = = = = = 50 40,00

TABEL A.2 SOIL MECHANIC LABORATORY LABORATORY TEST RESULT PROJECT : RENCANA DERMAGA PENYEBRANGAN LOCATION : DS. GARONGKONG ATTERBERG DIRECT SHEAR BOR No DEPTH Gs γ d γ m Wn Wl Wp Ip C φ ( m ) t/m3 t/m3 % % % % kg/cm2 degre BL.1 2,00-2,50 2,685 1,413 1,831 29,56 NP NP NP 0,10 32,34 5,00-5,50 2,675 1,612 1,905 18,15 NP NP NP 0,05 33,92 10,00-10,50 2,676 1,658 1,928 16,31 NP NP NP 0,07 33,22 15,00-15,50 2,667 1,321 1,751 32,52 61,87 29,48 32,39 0,22 25,64 20,00-20,50 2,666 1,342 1,762 31,25 62,57 29,15 33,42 0,19 26,25 25,00-25,50 2,671 1,394 1,792 28,57 54,37 28,66 25,71 0,17 27,92 30,00-30,50 2,671 1,380 1,789 29,64 52,91 28,32 24,59 0,15 27,22 35,00-35,50 2,677 1,532 1,862 21,52 NP NP NP 0,14 30,21 GRADATION BOR No DEPTH e n Sr Gravel Sand Silt Clay %Finer UNIFIED R E M A R K S ( m ) % % % % % #200 CLASS BL.1 2,00-2,50 0,900 0,474 88,20 2,20 84,10 - - 13,90 SM Disturbed Sample 5,00-5,50 0,659 0,397 73,67 5,30 83,20 - - 11,50 SM Disturbed Sample 10,00-10,50 0,614 0,381 71,04 9,50 76,50 - - 14,00 SM Disturbed Sample 15,00-15,50 1,018 0,505 85,16-5,20 48,59 46,21 94,80 CH Disturbed Sample 20,00-20,50 0,614 0,381 71,04-4,00 43,91 52,09 96,00 CH Disturbed Sample 25,00-25,50 1,018 0,505 85,16-3,00 46,97 50,03 97,00 CH Disturbed Sample 30,00-30,50 0,936 0,483 84,62-14,00 43,84 42,16 86,00 CH Disturbed Sample 35,00-35,50 0,747 0,428 77,11 9,50 77,30 - - 13,20 SM Disturbed Sample A-3

LAPORAN TUGAS AKHIR (KL-40Z0) Perancangan Dermaga dan Trestle Tipe Deck On Pile di Pelabuhan Garongkong, Propinsi Sulawesi Selatan Lampiran B Data Kontainer

DIMENSI KONTAINER (Sumber: Evergreen Marine Corp.) DRY CARGO CONTAINER 1 TEU STEEL DRY CARGO CONTAINER Exterior Interior Weight Length Width Height Length Width Height GROSS TARE NET 20 ft 8 ft 8,6 ft 19, 48 ft 7,27 ft 7,63 ft 30480 kg 2400 kg 28080 kg 6,058 m 2,438 m 2,591 m 5,898 m 2,352 m 2,385 m

DRY CARGO CONTAINER 2 TEUS STEEL DRY CARGO CONTAINER Exterior Interior Weight Length Width Height Length Width Height GROSS TARE NET 40 ft 8 ft 8,6 ft 39,365 ft 7,27 ft 7,63 ft 30480 kg 4000 kg 26480kg 12,192 m 2,438 m 2,591 m 12,032 m 2,352 m 2,385 m

LAPORAN TUGAS AKHIR (KL-40Z0) Perancangan Dermaga dan Trestle Tipe Deck On Pile di Pelabuhan Garongkong, Propinsi Sulawesi Selatan Lampiran C Gambar Desain