Senin, 22 Agustus 2011

-PLATE BEARING TEST GRAPH-


 


-PLATE BEARING TEST GRAPH-












Project    petruscivil@yahoo.com  





Location http://petergo-civilengineering.blogspot.com/2011/08/sondir-cone-penetrometer-tset-cpt.html  
Test No  :







Load CYCLE 1 CYCLE 2


(%) Load Settl. Settl. Load Settl Settl.


0% 0 0 0 0 -819.50 819.50


25% 112.5 -108.00 108.00 112.5 -906.25 906.25


50% 225 -376.88 376.88 225 -1051.375 1051.38


75% 337.5 -681.81 681.81 337.5 -1246.19 1246.19


100% 450 -1007.00 1007.00 450 -1451.69 1451.69


125% 562.5 -1531.25 1531.25 562.5 -1536.25 1536.25


150% 675 -1849.00 1849.00 675 -1665.13 1665.13


75% 337.5 -1640.00 1640.00 337.5 -1559.00 1559.00


0% 0 -819.50 819.50 0 -1524.63 1524.63






















Load Total Time Total Time Time Load  Load Settlement Reading (MM) x 10 -2  
(%) (Min) (Min) (Min) (Ton/m2) (kg*10) Dial avg  Dial avg   
0% 0 0 0 0 0 0 0  
25% 0 0 0 11.25 112.5 97.63 -97.625  
30 -30 30 11.25 112.5 108.00 -108.00  
50% 30 -30 0 22.5 225 369.44 -369.44  
60 -60 30 22.5 225 376.88 -376.875  
75% 60 -60 0 33.75 337.5 666.75 -666.75  
90 -90 30 33.75 337.5 681.81 -681.81  
100% 90 -90 0 45 450 997.375 -997.375  
120 -120 30 45 450 1007.00 -1007.00  
125% 120 -120 0 56.25 562.5 1512.875 -1512.875  
150 -150 30 56.25 562.5 1531.25 -1531.25  
150% 150 -150 0 67.5 675 1833 -1833  
270 -270 120 67.5 675 1849.00 -1849.00  
75% 270 -270 0 33.75 337.5 1646.88 -1646.88  
300 -300 30 33.75 337.5 1640.00 -1640.00  
0% 300 -300 0 0 0 844.88 -844.88  
420 -420 120 0 0 819.50 -819.50  
  420 -420 0 0 0 819.50 -819.50  
25% 420 -420 0 11.25 112.5 892.5 -892.5  
450 -450 30 11.25 112.5 906.25 -906.25  
50% 450 -450 0 22.5 225 1040.00 -1040.00  
480 -480 30 22.5 225 1051.38 -1051.375  
75% 480 -480 0 33.75 337.5 1236.38 -1236.38  
510 -510 30 33.75 337.5 1246.19 -1246.19  
100% 510 -510 0 45 450 1449.44 -1449.438  
540 -540 30 45 450 1451.69 -1451.69  
125% 540 -540 0 56.25 562.5 1530.25 -1530.25  
570 -570 30 56.25 562.5 1536.25 -1536.25  
150% 570 -570 0 67.5 675 1657.63 -1657.63  
690 -690 120 67.5 675 1665.13 -1665.13  
75% 690 -690 0 33.75 337.5 1560 -1560  
720 -720 30 33.75 337.5 1559.00 -1559  
0% 720 -720 0 0 0 1434.75 -1434.75  
840 -840 120 0 0 1524.63 -1524.625  














         





























































































































































































































































































































































































































































































































































































































































































































































































































 
 
 
 
 
 

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