e7-khoiri.doc

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ISBN No. 978-979- 18342-0-9 E- 55 TINJAUAN ASPEK GEOTEKNIK KONSTRUKSI BASEMENT DI TANAH LUNAK, STUDI KASUS PEMBUATAN BASEMENT PASAR ATUM TAHAP IV Mohamad Khoiri Staf Pengajar Program Diploma Teknik Sipil Fakultas Teknik Sipil dan Perencanaan Institut Teknologi Sepuluh Nopember e ma i l : mk ho i r i @ c e . i t s . a c . id ABSTRAK Kebutuhan kota Surabaya akan gedung perkantoran dan pusat- pusat bisnis lainnya saat ini semakin tinggi. Jumlah gedung untuk mall saja saat ini sudah mencapai 18 buah dan masih terus bertambah, belum termasuk gedung perkantoran, pusat bisnis lainnya, dan perhotelan. Gedung- gedung tersebut umumnya berupa gedung tinggi dan selalu memerlukan basement sebanyak satu lantai atau lebih untuk keperluan utilitas dan pelayanan logistik pada gedung tersebut. Pasar Atum Tahap IV merupakan bangunan gedung 7 lantai dengan basement 1 lantai yang merupakan perluasan dari Pasar Atum eksisting. Permasalahan yang harus dipecahkan adalah bagaimana metode konstruksi pembangunan basement yang relative ekonomis yang masih mempunyai performance yang baik dengan kondisi eksisting yang kurang menguntungkan untuk penggalian yaitu ; tanah dasar tanah lunak sampai dengan -16,5m, muka air tanah tinggi yaitu -1,5 m, dekat bangunan eksisting 3 lantai dengan pondasi sarang laba-2, areal yang terbatas, level lantai basement yang tidak sama (tidak sebidang), bentuk dan level poer yang bermacam-macam. Dengan menggunakan pertimbangkan data teknis yang ada, dan hasil dari kalkulasi dan pemodelan, maka diusulkan konstruksi utama penahan tanah dibuat dengan beberapa tipe yang yang berbeda-beda yang disesuaikan dengan kondisi masing-masing sisi galian yaitu ; sisi Utara (dekat bangunan eksisting) menggunakan Secant Pile Φ 60 cm, sisi Barat dan Selatan (tepi jalan) menggunakan SSP yang diperkuat Bore Pile, sisi Timur dengan lereng terasiring. Sedangkan untuk meminimalkan total volumeair yang didewatering maka pengerjaan pondasi, balok, dan pelat

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ISBN No. 978-979-18342-0-9 E-55TINJAUAN ASPEKGEOTEKNIKKONSTRUKSI BASEMENT DI TANAHLUNAKSTUDIKASUSPEMBUATAN BASEMENT PASARATUMTAHAPI!Mo"#$#%K"o&'&S(#) P*+,#-#' P'o,'#$ D&./o$# T*0+&0 S&.&/1#02/(#3 T*0+&0 S&.&/ %#+ P*'*+4#+##+I+3(&(2( T*0+o/o,& S*.2/2" No.*$5*'e ma il: mk ho i r i@ c e .i t s. a c . idABSTRAKK*52(2"#+ 0o(#S2'#5#6##0#+,*%2+,.*'0#+(o'#+%#+.23#(-.23#(5&3+&3/#&++6# 3##( &+& 3*$#0&+ (&+,,&. J2$/#" ,*%2+, 2+(20 $#// 3#-# 3##( &+& 32%#"$*+4#.#&1852#"%#+$#3&"(*'235*'(#$5#"5*/2$(*'$#320,*%2+,.*'0#+(o'#+ .23#(5&3+&3/#&++6#%#+.*'"o(*/#+.G*%2+,-,*%2+,(*'3*52(2$2$+6#5*'2.#,*%2+,(&+,,&%#+3*/#/2$*$*'/20#+ 5#3*$*+(3*5#+6#03#(2/#+(#(#2/*5&"2+(200*.*'/2#+2(&/&(#3%#+.*/#6#+#+ /o,&3(&0.#%#,*%2+, (*'3*52(.P#3#' A(2$ T#"#. 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J2$/#" ,*%2+,2+(20 $#//3#-#3##(&+&32%#"$*+4#.#&1852#"%#+$#3&"(*'235*'(#$5#" 5*/2$(*'$#320,*%2+,.*'0#+(o'#+.23#(5&3+&3/#&++6#%#+.*'"o(*/#+. G*%2+,-,*%2+,(*'3*52(2$2$+6#5*'2.#,*%2+,(&+,,&%#+ 3*/#/2$*$*'/20#+5#3*$*+(3*5#+6#03#(2/#+(#(#2/*5&"2+(200*.*'/2#+2(&/&(#3%#+ .*/#6#+#+ /o,&3(&0 .#%# ,*%2+,(*'3*52(.P*$5#+,2+#+ 5#3*$*+( $*$*'/20#+ .'o3*3.*+,,#/+.#%#(#+#"%#3#'3*"&+,,#%&.*'/20#+ 0#-+,*o(*0+&06#+,$*$#%#&.M#3#/#" ,*o(*0+&0 2(#$# 6#+, "#'23 %(#3&.#%#.*$52#(#+,#/+5#3*$*+(%&0o(#5*3#'?%*+,#+0*.#%#(#+5#+,2+#+6#+,(&+,,&%#+3.#4*6#+,(*'5#(#3?2$2$+6#Tinjauan Aspek Geoteknik Konstruksi Basement di Tanah LunakStudi Kasus Pembuatan Basement Pasar Atum Tahap !ISBN No. 978-979-18342-0-9E-59#%#/#"$#3#/#"3(#5&/&(#3%&+%&+,,#/+.*+2'2+#+ %#+ %*)/*03& %&3*0&(#' #'*#,#/+'*$5*3#+#&'3*'(# %*=#(*'&+,.1#0(o'6#+,3#+,#(.*+(&+,.*+,#'2"+6#%#/#$(&$52/+6#$#3#/#"(*'3*52(%#+-2,# 3#+,#($*+*+(20#+ $*(o%* 0o+3('203&.*$52#(#+5#3*$*+(#%#/#"-*+&3(#+#"%#3#'.S*$2# $*(o%*.*'02#(#+.*$&/&"#+#/#(%#+2'2(#+.*/#03#+##+ %&/#020#+%*+,#+.*'(&$5#+,#+2+(20$*$&+&$#/0#+(*'"#%#.$#3#/#"(*'3*52(%*+,#+$*$.*'(&$5#+,0#+-*+&3(#+#"%#3#'+6#.T#+#"%#3#'.#%##'*#0o(#S2'#5#6#3*5#,+ 5*3#'$*'2.#0#+(#+#"/*$.2+, /2+#0 %#+ $*$&/&0& $20# #&'(#+#"6#+, 4202.(&+,,&6#&(2/*5&"0*4&/%#'&2.0$*(*'. 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