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w wL wp Ip Ic n e Sr M200-300 c

m m m m m % % % % - kN/m3 % - - kPa O kPa0

-0.9 0.9 Umplutur

1 1.5 24.0 35.0 17.0 18.0 0.61 18.0 0.59 0.69 0.98 10000 22 272 2.0 25.0 36.0 19.0 17.0 0.65 18.2 0.55 0.81 0.83 9600 19 323 3.0 25.5 37.2 18.0 19.2 0.61 18.4 0.56 0.78 0.88 9500 21 244 3.5 25.0 37.0 17.0 20.0 0.60 18.5 0.57 0.75 0.90 9800 19 245 5.0 26.5 37.4 20.0 17.5 0.63 18.5 0.55 0.82 0.87 10200 19 226 6.0 28.0 36.5 20.0 16.0 0.52 18.7 0.56 0.79 0.96 11400 20 25

-14.0 4.0Argil gras, plastic

vrtoas 1 12.0 25 0.79 19.0 0.75 18000 14 60

: 17.95 0.60 18.38 0.77 10083 20.00 25.67s: 1.33 0.04 0.23 0.04 633.55 1.15 3.20s : 2.761 0.084 0.469 0.090 1311.454 2.390 6.618

An: 17.95 0.60 18.38 0.77 9820.00 20.01 25.67

Tabel 1. - FIA CU REZULTATELE ANALIZELOR DE LABORATOR GEOTEHNIC - FORAJUL NR. 5

-6.8 5.9-6.7

Argil prfoas, glbuie,

plastic consistent

-10.0 3.2Nisip mijlociu, glbui,

cu ndesare medie 1 8.0 18.6 0.64 19200 30 0