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Proyecto ---------
Solicitante ----------
Ubicacin LMS-II
Fecha 5/31/2016
Cantera Salcedo
elocidad de car!a "##/#i#$
Pre%ion de celda &'"(!/c#)$
TIEMPO(SEG)Carga (Kg) P
0 0 0 0*+06515,0,5
12 0*1 5 2*+1523.3
2. 0*2 .*3223156.06
36 0*3 10 .*+2.0+11++5
., 0*. 13 5*233++,,2
60 0*5 15 6*+32,.,,62
0 0*+5 11* 5*.,+.066+6
120 1 22*2 *625.,,+2++
1,0 1*25 25 10*+50.0.231
2.0 1*5 30 12*+51,116
300 2 .2 1+*5,02.,35,
360 3 65 26*,20625+0+
.20 3*5 +5 30*,3,1,10+6
.,0 . ,5 3.*,55+36..5
5.0 .*5 100 .0*,,206.
600 5 105 .2*,0,.+1,3
660 6 125 50*255+21
+20 + 130 52*3.+35606
+,0 , 1.5 5,*6106,65
,.0 150 60*6,.63..
00 10 150 60*6,.63..
60 11 1+5 +1*013+3.+66
1020 12 1+5 +1*013+3.+66
10,0 13 1+5 +1*013+3.+66
Deformaci!(mm)
"#
DIA# DECARGA
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0 01*5 0*+5
0 1*5
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ENSAYO DE COMPRESIN INCONFINADA
M7e%tra Inalterada
Calicata --------
Pro87ndidad 3#
C9P9 --------
:e%cri;cion ---------
0*5 %tado del %7elo
3 i;o de #7e%tra
Da,o- %;eci#en 1 %;eci#en 2Pe-o (g) 03*6 11*Di.me,ro (cm) +*0+ +*3Area Ao (cm/) 3*26 .2*,A,ra #o (cm) 1.*2, 1.*1+
1*61 1*5
2me3a3 4(5) 1,*1 23*,5
ESPECIMEN 01
0 3*26 0*01+5,1+,
0*000+002,01 3*2,+5123 0*061133,5
0*001.005602 3*3150631 0*10.0..++
0*002100,.03 3*3.26526 0*1200+5055
0*002,01120. 3*3+02,0 0*15060..065
0*003501.006 3*3+., 0*1+0,33,2
0*005252100, 3*.6+2,62 0*13036,3,6
0*00+002,011 3*536,6,, 0*2.3.5602
0*00,+53501. 3*6066+3 0*2+1.2,..
0*01050.201+ 3*6+6++2, 0*3215+,11+6
0*01.0056022 3*,1+6+05 0*..151,+56,
0*02100,.03. .0*102.,3 0*66,,02016
0*02.50,03 .0*2.6.322 0*+662330
0*02,01120.5 .0*31.121 0*,62.122
0*031512605 .0*53+..03 1*00,5015025
0*03501.0056 .0*6,.52,3 1*05.222.1
0*0.2016,06+ .0*,12, 1*2.26..212+
0*0.0160+, .1*2,3+113 1*2,221,.316
0*056022.0 .1*5,+03 1*.1+6+51+,
0*0630252101 .1*00,0+2 1*.5505662
0*0+002,0112 .2*2163253 1*...22.3,26
0*0++030,123 .2*5366313 1*66.+2.6+
0*0,.033613. .2*,61,3. 1*656,05+5+2
0*01036.1.6 .3*120.3 1*6..130.66
De!-i3a3 (g+cm6)
Deformaci! !i,' %10/78 ("#+#o)
Area Corr'(cm/)
A98Ao+(1:7)
E-fer;o(Kg+Cm$)
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ESPECIMEN 0$
0 .2*, 0*016.+2+3,
0*000+05+163 .2*202,5 0*06326363.10*001.11.326 .2*50621 0*10,,.232
0*00211+1., .2*,0+2 0*12,60525,5
0*002,22,652 .3*011.15. 0*1,.55,3.0
0*00352,5,15 .3*0.1,+6, 0*20305,5
0*00522,+23 .3*11,212 0*2306,,,6+.
0*00+05+163 .3*1.,33 0*253,6+636
0*00,,21.53, .3*2+1+15 0*3613+++.2
0*0105,5+..5 .3*3.,,,02 0*.+0.2,2333
0*01.11.326 .3*50.0301 0*52.15526
0*0211+1.,1 .3*,1+6,5+ 0*566251061
0*02.+000+06 .3*+62156 0*+651+0355
0*02,22,6521 ..*135,6 0*+,+366+.
0*031+5+2336 ..*26+.2 0*0.++..062
0*0352,5,151 ..*.5,+63+ 1*00161,11
0*0.23.2+,1 ..*+,63,1 1*0+.222155
0*0..001.11 .5*11,,+ 1*1+322,0+6.
0*056.5+30.2 .5*.563.26 1*16.51,1.26
0*06351..6+2 .5*+,,22 1*2,+30+15+
0*0+05+16302 .6*1.66.3 1*321215126
0*0++62,+32 .6*.+16 1*.66+0662
0*0,.6,5562 .6*,5,23.. 1*515501+11
0*01+.3113 .+*2223232 1*503,1+0.,
Deformaci! !i,' %10/78 "#+#o
Area Corr'(cm/)
A98Ao+(1:7)
E-fer;o(Kg+Cm$)
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0 0*01 0*02 0*03 0*0. 0*05
DEFORMACION NI
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at7ral
Inalterada
1.2*, 1.1*+
0
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0*,2+00,
1*5+003513
0*.5
1*52.,+035
ES&IADOR
SPCIM 2
SPCIM 1
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0*06 0*0+ 0*0, 0*0 0*1
ARIA *
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0 0*01 0*02 0*03 0*0. 0*05 0*06 0*0+ 0*0, 0*0 0*1
0
0*2
0*.
0*6
0*,
1
1*2
1*.
1*6
Col7#
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