arif afriyanto

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  • 8/9/2019 Arif Afriyanto

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    LAPORAN

    TUGAS MEKANIKA TANAH I

    Disusun oleh:

    Nama : ARIF AFRIYANTO

    NIM : 1!"

    No# P$esensi : 11

    Kelas : A % &'11

    PROGRAM DIPLOMA TEKNIK SIPIL

    SEKOLAH (OKASI

    UN(ERSITAS GAD)AH MADA

    &'11

    A# *RA)A M DAS

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    BAB I

    1#& Re+ea, P$o-lem 1#1 .i,h ,he /ollo.in0 alues: D1'2 '#13 mm4 D"'2

    '#"& mm4 an5 D!'2 '#63 mm#

    Ans.e$ :

    Cu=D

    60

    D10=

    0.78

    0.18=4.33

    Cc= D

    2

    30

    D60 D

    10

    = (0.32)2

    0.78 0.18=0.1024

    0.1404=0.73

    BAB II

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    & Follo.in0 a$e ,he $esul,s /$om ,he li7ui5 an5 +las,i8 limi, ,es,s /o$ a

    soil:

    Li7ui5 limi, ,es,:

    Num-e$ o/

    -lo.s4 N

    Mois,u$e 8on,en,

    9;

    1< &

    &' '#3

    &3 "=#1

    Plas,i8 limi, 2 13#6

    a# D$a. ,he >o. 8u$e an5 o-,ain ,he li7ui5 limi,#

    -# ?ha, is ,he +las,i8i,@ in5e o/ ,he soilB

    Ans.e$ :

    a;

    -; ?P % LP 2 13#6

    LL 2 "=#6

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    IP 2 LL C LP

    2 "=#6< C 13#6

    2 &1#'

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    lassi/@ ,he soil -@ ,he AASHTO 8lassi8a,ion s@s,em an5 0ie ,he

    0$ou+ in5i8es#

    Soil

    Seie anal@sis4 ne$

    Li7ui5limi,

    Plas,i8

    limi,

    No#1'

    No#'

    No#&''

    1 =3 3'

    ! =6 !' "' &< 1!

    6 1''

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    Soil < : siee is !& 4 4 0$ea,e$ ,han "< 4 i, is sil,@ 8la@ ma,e$ial#Pl 2 &3 LL"'4 SO i, is A6!# F$om E7#

    GI2 9 62C "

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    8on,en,# Also 5e,e$mine ,he mois,u$e 8on,en,s $e7ui$e5 ,o a8hiee

    =

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    Da$i 0am-a$ 5a+a, 5isim+ulan -ah.a

    d (max) 2 1'! l-%/,"

    .ma2 1#

    BAB VII

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    &71"

    91& &;&

    &7&"

    9&& &;&

    & "'' "

    "#1 9"& &;&

    &

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    =#&!Re+ea, P$o-lem =#&< .i,h 2 &

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    11#1&The s7ua$e /oo,in0 sho.n in Fi0u$e 11#" is su-Ve8,e5 ,o an

    e88en,$i8 loa5# Fo$ ,he /ollo.in0 8ases4 5e,e$mine ,he 0$oss

    allo.a-le loa5 ,ha, ,he /oo,in0 8oul5 8a$$@# Use Fs2 "#

    a# 2 1'< l-%/,"4 8 2 '4 2 "'4 * 2 #< /,4 D/2 "#< /,4 2 '#< /,4

    @ 2 '-# 2 1&' l-%/,"4 8 2 '' l-%/,&4 2 &

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    *# ERNIA

    BAB IV

    #1 Du$in0 8om+a8,ion4 a 1m,hi8 s,$a,um .as 8onsoli5a,e5 a ,o,al o/ " 8m iaa i-$a,in0 $olle$# Ini,iall@ ,he oi5 $a,io .as 5e,e$mine5 ,o -e '#=4 ,he.a,e$ 8on,en, 1!4 an5 G 2 !6# De,e$mine ,he:

    a; oi5 $a,io

    -; +o$osi,@

    8; s+e8i8 0$ai,@ o/ ,he mass in ,he 8om+a8,e5 s,a,e

    Ans.e$ :

    Die, : e 2 '#=

    . 2 1! 2 '#1!

    G 2 !6

    Assume Ws=100gr,Ww=16gr 4 w=1 gr /cm3

    4 Vv=1cm3

    a# Vs= Ws

    G .w

    2100

    2,67.1

    =37,45cm3

    e 2Vv

    Vs=

    1

    37,452 '4'"

    -# n=Vv

    V x1001=

    1

    38.45x100= !

    8# Gm=W

    V=

    116

    38.45= "#'&

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    BAB VIII

    3#1! The /oo,in0 sho.n in Fi0# P3#1! ee$,s a uni/o$m loa5 ,o ,he soil o/ "''N%m De,e$mine ,he +$essu$e a, a +oin, m 5i$e8,l@ un5e$ +oin, 9a; A an5

    9-; *#

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    BAB X

    1'#11 Sho. ,he s,$ess +a,hs /o$ ea8h o/ ,he /ollo.in0 5a,a on ap-5ia0$am#

    BAB XII

    s,$ess4 8om+$ession 9Pa;

    ini,ial FinalTes, W1 W" W1 W"

    1 1'' 1''

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    1& A e$,i8al $e,ainin0 .all $e,ains a 0$anula$ -a8ll .hose an0le o/ in,e$nal/$i8,ion an5 uni, .ei0h, a$e "' an5 13#< N%m"4 $es+e8,iel@# Fo$ H 2 < m:

    a; De,e$mine ,he a8,ie ,h$us, Pa+e$ me,e$ len0,h o/ .all -@ E7# 1&1a#

    -; De,e$mine Pa-@ Ranines e7ua,ion 1&= /o$ i2 '4 1'4 1

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    1#< Assumin0 ,ha, ,he /oo,in0 in P$o-lem 1#1 is 1' ,imes as lon0 as i, is .i5e45e,e$mine ,he ul,ima,e -ea$in0 8a+a8i,@ /o$ ,he 8on5i,ions 0ien in P$o-lem1#1 usin0 E7# 11' an5 ,he 8o$$es+on5in0 -ea$in0 8a+a8i,@ /a8,o$s 0ienin 0# 1#1' .hen ,he -ase o/ ,he /oo,in0 is:

    a; A, ,he su$/a8e#

    -; 1#" m -elo. ,he su$/a8e#