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Unconfined Compression Test Calculation and Result
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Unconfined Compression Test Calculation and Result
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Compression
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7.0 EXPERIMENTAL EXPERIM ENTAL DATA DATA 1. Initia Initiall diamete diameterr of specim specimen, en, D0 !."cm #. Initia Initiall len$t len$t% % of specim specimen en , L0 7.&cm πd
2
!. Initia Initiall '() area area of specim specimen en ,
Ao =
*. +olme, -
Ao Lo
4
11.!*cm#
11.!* 7.& "&.0&cm ! &. Initia Initiall densit densit/ / of soil soil,, m(m(. Initia Initiall 2ater 2ater conten contentt of soil, soil, 3 3 1&4 ".0 56)ER+ATI5N TA6LE )pecimen 1 ).N o
1. #. !. *. &. . 7.
Elapsed )train time t8 dail 9minte readin$ s: ;L 9mm: 0.&0 0." 1.00 1. 1.&0 #.* #.00 !.# #.&0 *.* !.00 &. !.&0 ."
Aial strain, 9<: L(L0100 94: 1.1
'orrecte d area AcA0(1= <: 9cm: 1 1 .* 0
Aial load P9N:
0 .0 # #
Pro-in $ rin$ readin $ 9di-: 11
#.1
'ompressi-e stress, > P(A 9N(cm#: 10=! 1 .? # ?
1 1 .& 7
0 .0 *
#0
! .* & 7
!.#
1 1 .7 0
0 .0 &
#&
* .# 7 *
*.!
1 1 ." !
0 .0 *
!#
& .* 0 ?
&.?
1 # .0 0
0 .0 7
!&
& ." ! !
7.&
1 # .1 ?
0 .0 7 *
!7
.0 7 1
?.1
1 # .! 7
0 .0 7
!"
.1 * *
Aial strain, 9<: L(L0100 94: 1.1
'orrecte d area AcA0(1= <: 9cm: 1 1 .* 0
'ompressi-e stress, > P(A 9N(cm#:
0 .0 1 "
Pro-in $ rin$ readin $ 9di-: ?
1.&710=!
#.1
1 1 .& 7
0 .0 1 *
7
1.&7"10=!
!.#
1 1 .7 0
0 .0 1
&
1.#1010=!
*.!
1 1 ." !
0
0
".&*710=*
)pecimen # ).N o
Elapsed time t8 9minte s:
1.
0.&0
#.
1.00
!.
1.&0
*.
#.00
)train dail readin$ ;L 9mm: 0." 1. #.*
!.# @t%is specimen is fail de to compaction@
)pecimen !
Aial load P9N:
).N o
1. #. !. *. &. . 7.
Elapsed )train time t8 dial 9minte readin$ s: ;L 9mm: 0.&0 0." 1.00 1. 1.&0 #.* #.00 !.# #.&0 *.* !.00 &. !.&0 ."
Aial strain, 9<: L(L0100 94: 1.1
'orrecte d area AcA0(1= <: 9cm!: 11.*0
Aial load P9N:
'ompressi-e stress, > P(A c 9N(cm#: 10=!
0.01
Pro-in $ rin$ readin $ 9di-: "
#.1
11.&7
0.0#
10
1.7#"
!.#
11.70
0.0#"
1*
#.!?0
*.!
11."!
0.0!"
1?
!.#1#
&.?
1#.00
0.0&*
#7
*.&00
7.&
1#.1?
0.0*
!#
&.#&0
?.1
1#.!7
0.0*
!#
&.17*
'AL'LATI5N) Taking specimen 1, 0.50min as an example Aial strain, B 9;L(L 0: 100 90."(7&: 100 1.1 'orrected area, Ac 9BC100:(100 Ao 91.1C100:(100 11.!* 11.*0cm # Aial load, P 9N: pro-in$ rin$s readin$ 0.00#N(Di11 0.00# 0.0## 'ompressi-e stren$t%, > P(A c 0.0##(11.*0 1.?#?10 =!N(cm!
1.*0*
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