Contoh Tabel Direct Shear Test

1
DIRECT SHEAR TEST Diameter ring (D) = 6 cm Tinggi sampel (H) = 2 cm Luas sampel (A) = 28,271 cm 2 Kalibrasi (K) = 0,56 kgt Berat Tutup (B) = 522,7 gram No. Kode Sampel Berat Sampel (gram) Beban Tetap Beban Tambaha n Total Pembacaa n Dial Teganga n Normal (kg/ cm 2 ) Teganga n Geser (kg/ cm 2 ) Sudut Geser (derajat o ”) Rata- rata (gram ) (gram) (gram) 1. E1 118,4 522,7 5.000 5.522, 7 26 0,1953 1,6422 35,5458 63,2553 2. E2 119,7 522,7 10.000 10.522 ,7 28 0,3722 1,7686 80,6450 3. E3 120,4 522,7 15.000 15.522 ,7 45 0,5491 2,8424 73,5753

description

Mekanika Tanah II

Transcript of Contoh Tabel Direct Shear Test

DIRECT SHEAR TEST

Diameter ring(D)= 6 cmTinggi sampel(H)= 2 cmLuas sampel(A)= 28,271 cm2Kalibrasi(K)= 0,56 kgtBerat Tutup(B)= 522,7 gram

No.Kode SampelBerat Sampel(gram)Beban TetapBeban TambahanTotalPembacaan DialTeganganNormal(kg/cm2)TeganganGeser(kg/cm2)SudutGeser(derajato)Rata-rata

(gram)(gram)(gram)

1.E1118,4522,75.0005.522,7260,19531,642235,545863,2553

2.E2119,7522,710.00010.522,7280,37221,768680,6450

3.E3120,4522,715.00015.522,7450,54912,842473,5753