Sondir Full Perhitungan

7/26/2019 Sondir Full Perhitungan

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HASIL PENGUJIAN SONDIR (CPT)

PROYEK : UJI PENETRASI TANAH DENGAN ALAT SONDIR

TITIK SONDIR : S1

LOKASI : Barat kantin FT Unn!"

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2/110

KEDALA/AN(0)

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(k3420')

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(k3420')

(T5)

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(L7)

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3/110

KEDALA/AN(0)

BACAAN2

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(k3420')

(T5)

7"(k3420')

(L7)

7" 8 '# 20(k34209)('#L7)

T7(k34209)

R77"42(;)


4/110

KEDALA/AN(0)

BACAAN2

(k3420')

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BACAAN2 6 7"

(k3420')

(T5)

7"(k3420')

(L7)

7" 8 '# 20(k34209)('#L7)

T7(k34209)

R77"42(;)

LABORATORIU/ /EKANIKA TANAH UNNES


5/110


6/110

PROYEK : PENYUSUNAN PT/P DAN DED TPA NAGAN RAYA

TPA NAGAN RAYA KEC KUALA < NAGAN RAYA

CPT NO : S < #1TOTAL KED 1#* / /AT : < + 0

KEDALA/AN

0 0 k3420

0


7/110

KEDALA/AN Ha0&atan S!>i0=t

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8/110


9/110

S-01TANGGAL

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10/110

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11/110

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12/110

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13/110

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an J=0>a? Ha0&atan P!>!kat

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14/110


15/110

Ked

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alaman

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16/110

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17/110

RasioGeser

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(k34202) (k34202) (k34202) (k34202) (k34202) (k3420) (k3420) (k3420)


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0 500 1000 1500 2000

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Perlawanan Konus

Kedalaman'm(

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20/110

2500 3000 3500

2500 3000 3500


21/110

BEA!"# CA$AC!T% &' SALL& '&"+AT!&"S

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S?a@! S S CI CO %r RE

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22/110

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28/110


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30/110

3 en< e,nan

K!r=nt=?an 3!"!r =0=0

K!r=nt=?an 3!"!r >%ka>

K!r=nt=?an @!n!tra"i

m< mm a;a :ng ana Te,ag

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apaai k%?!"i "an3at k!2i> 0aka @!r"a0aan ka@a"ita"

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1. n: a, memanang

Ka@a"ita" =k=n3 =>ti0it:

2. n: fna


31/110

Uji SPT terdiri atas uji pemukulan tabung belah dinding tebal ke dalam tanah, disertai penguk

%ilai % rata"rata akan menentukan jenis tanah, sbb*

%ilai % rata"rata ditentukan dengan rumus*

+$nt$h Perhitungan SPT, dimana data uji SPT berupa edalaman 'm) dan %i 'nilai SPT per la

-erikut ini $nt$h -/ 12 hasil +PT sebuah pr$yek*

STANDART PENETRATION TEST

P%"t! & R!"t= Faia? 1 C%00!nt

Sa>a? "at= @!r"aratan an3 ?ar=" ik!ta?=i "!&!>=0 0!0&an3=n "!&=a? &an3=nan aa>a? 0!n3!t

Salah satu ara untuk mengetahui jenis tanah l$kasi adalah dengan test penetrasi tanah (SPT:

Stanar t!ntan3 Cara =Mi @!n!tra"i >a@an3an !n3an SPT i In%n!"ia aa>a? SNI *1+


32/110

(S=0&!r: J%=rna> %7 Enir%n0!nta> Q En3in!!rin3 G!%@?"i2")

C%nt%? @!>ak"anaan UMi SPT a@at i>i?at a>a0 i!% &!rik=t ini K>ik i "ini
http://jeeg.geoscienceworld.org/cgi/content-nw/full/13/2/69/EEGO130203F02http://www.youtube.com/watch?v=Fml7LWA809Uhttp://www.youtube.com/watch?v=Fml7LWA809Uhttp://jeeg.geoscienceworld.org/cgi/content-nw/full/13/2/69/EEGO130203F02


33/110

ran jumlah pukulan untuk memasukkan tabung belah sedalam 300 mm vertikal. Dalam siste

pisan) adalah sbb*

a?=i M!ni" tana? i >%ka"i i0ana akan iirikan &an3=nanD!n3an 0!n3!ta?=i M!ni" tana? t!r"!&=t

tandard Penetration Test).

0!r=@akan r!i"i ari SNI #


34/110


35/110

beban jatuh ini digunakan palu dengan berat 63,5 kg, yang dijatuhkan seara berulang denga

@at i>ak=kan ana>i"i" "ta&i>ita" an @!r?it=n3an !"ain 7%na"i an a@at ik!ta?=i r!"@%n "!i"0i2 >%

%n t!"t an "@>it &arr!> "a0@>in3 %7 "%i>"
http://blog.umy.ac.id/restufaizah/files/2012/08/Standard-Penetration-Testing-SPT.jpghttp://blog.umy.ac.id/restufaizah/files/2012/08/SNI-4153-2008.pdfhttp://blog.umy.ac.id/restufaizah/files/2012/08/SNI-4153-2008.pdfhttp://blog.umy.ac.id/restufaizah/files/2012/08/Standard-Penetration-Testing-SPT.jpg


36/110


37/110

tinggi jatuh 0,!6 m. Pelaksanaan pengujian dibagi dalam tiga tahap, yaitu berturut"turut seteb

ka"i =nt=k 0!ran2an3 &an3=nan ta?an 3!0@a
http://blog.umy.ac.id/restufaizah/files/2012/08/Standard-Penetration-Testing-SPT.jpghttp://blog.umy.ac.id/restufaizah/files/2012/08/Standard-Penetration-Testing-SPT.jpg


38/110


39/110

l #50 mm untuk masing"masing tahap. Tahap pertama diatat sebagai dudukan, sementara ju


40/110


41/110

lah pukulan untuk memasukkan tahap ke"dua dan ke"tiga dijumlahkan untuk memper$leh nila


42/110


43/110

pukulan % atau perla&anan SPT 'dinyatakan dalam pukulan(0,3 m).


44/110


45/110

P%na"i "=at= &an3=nan &!r7=n3"i =nt=k 0!0ina?kan &!&ana0@ir 2%nt%? @!r!n2anaan 4 @!r?it=n3an P%na"i tian3 @an2an3

Anaa0an 1'0 (2'+#k3420' an JHL1'## k3420)

Di0!n"i tian3 @an2an3 an3 akan i@a"an3 *#*# 20

P (2A@)4 6 (JHLKa)4+

P(A@T&k)6(A"Ta=) i0ana P aa =k=n3 tian3 @an2an3 iMin (k3)

A@ L=a" @!na0@an3 tian3 @an2an3 (20')

A" L=a" t=>an3an tian3 @an2an3 (20') T&k T!3an3an iMin &!t%n (k3420')

Ta= T!3an3an iMin t=>an3an (k3420')

2. +a;a :ng ang pan?ang =e,aai SPT @aa k!a>a0an -B @aa =M=n3 tian3 k! ata"

A@ >=a" @!na0@an3 a"ar tian3 @an2an3 (0')

"i "A"i i0ana

"i Ta?anan >i0it 3!"!k k=>it " #'N =nt=k tana? @a"ir

#+N =nt=k tana? >!0@=n3

A"i k!>i>in3 @!na0@an3 tian3t!&a> >a@i"an

+a;a +:ng Tang $an?ang (S$T)

$ ( F 0ak"i0=0 N-1*#$ ton /,#.$1Ton

k=at t!kan &!t%n r!n2ana fc=+/@a fy*##/@a

+a;a :ng n


46/110

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1## "4 1'# (@a"ir) +# V k!a>a0an tian3 @an2an3 r!n2ana 1'0

1' (D) (@a"ir) +' V (#*) 1'


47/110

Ma(a nilai daya du(ung satu tiang pancang yang a(an diperguna(an selan)utnya adalah berdasar(an C!


48/110

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53/110

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56/110

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57/110

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73/110


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75/110

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97/110

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