Atterburg Limits

 

Tested By            กลุ่ม 3 พฤหัสบดี                                            Location of Soil     โรงเรียนเทศบาล 2 จ.ปัตตานี

Depth of Soil        6.0 - 6.5 m.                                              Soil Description    Gray Clay, Homogeneus

Liquid Limit Test

CAN NO. หวาน 1 2 3 4
WET SOIL + CAN          (gm.) 62.54 65.33 64.24 58.08
DRY SOIL + CAN          (gm.) 50.98 55.60 53.50 49.71
WT. OF CAN                   (gm.) 34.64 39.11 33.28 33.19
WT. OF WATER              (gm.) 11.56 9.73 10.74 8.37
WT. OF DRY SOIL         (gm.) 16.34 16.49 20.22 16.52
WATER CONTENT          % 70.75 59.0 53.11 50.67
NO. OF BLOWS               N 15 24 29 40

 

Plastic Limit Test

CAN NO. 1 2
WET SOIL + CAN          (gm.)

26.56

38.43
DRY SOIL + CAN          (gm.) 35.92 37.74
WT. OF CAN                  (gm.) 33.48 35.18
WT. OF WATER             (gm.) 0.64 0.69
WT. OF DRY SOIL        (gm.) 2.44 2.59
WATER CONTENT          % 26.23 26.64

 

 

Liquid Limit = 60                                                                        Plastic Limit = 26.4

P.I. = LL - PL = 33.6                                                                Flow Index = - 0.7732

Shrinkage Limit Test

DISH NO. 1
WET SOIL  + DISH                                 gm 101.48
WT. OF DISH                                          gm 71.38
WT. OF WET SOIL               Wt                gm 30.1
DRY SOIL + DISH                                   gm 90.75
WT. OF DRY SOIL               Ws                gm 19.37
MERCURY + TARE                                  gm 244.22
WT. OF TARE                                           gm 84.09
DISPLACED MERCURY                           gm 160.13
INITIAL VOLUME OF SOIL                  Vi             cc 18.32
FINAL VOLUME OF SOIL                    Vf             cc 11.77
SHRINKAGE LIMIT                                   % 21.58

 

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