Mekanika Tanah 1 Pertemuan 12 - Adhi Muhtadi WebBlog

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-2,0 -4,5 -9,0 26,2 kPa 71,2 kPa CONTOH SOAL Tegangan Total (σ) Tegangan Air Pori (u) Tegangan Efektif (σ’) 160,3 kPa 25 kPa Profil Tegangan Vertikal 70 kPa 26,2 kPa 46,2 kPa 90,3 kPa
TEGANGAN AKIBAT BEBAN LUAR Jenis Beban Luar Beban Titik/Terpusat Beban Garis Beban Merata
Page 1 and 2: TEGANGAN DALAM TANAH Tegangan Akib
Page 3 and 4: 3 m 4 m 4 m 2 m 1 m · A · B · C
Page 5 and 6: TEGANGAN EFEKTIF σ'= σ − u σ =
Page 7: CONTOH SOAL Tegangan Total σ = γ
Page 11 and 12: KONTUR TEGANGAN
Page 13 and 14: Beban Merata PENYEBARAN BEBAN σ z
Page 15 and 16: METODE BOUSSINESQ ]
Page 17 and 18: METODE BOUSSINESQ Beban Merata Be
Page 19 and 20: Lingkaran z METODE BOUSSINESQ 2r x
Page 21 and 22: Lingkaran PENGGUNAAN GRAFIK
Page 23 and 24: Segitiga PENGGUNAAN GRAFIK
Page 25 and 26: Pertanyaan 1 Item x y z m = x/z n =
Page 27 and 28: METODE NEWMARK σ Z = Dimana : qo .
Page 29 and 30: METODE NEWMARK Contoh, kedalaman t
Page 31 and 32: CONTOH SOAL Sebuah beban merata se
Page 33 and 34: METODE WESTERGAARD 2 / 3 2 2 z z r
Page 35 and 36: METODE WESTERGAARD • Beban Merata
Page 37 and 38: BOUSSINESQ VS WESTERGAARD
Page 39: BOUSSINESQ VS WESTERGAARD

Mekanika Tanah 1 Pertemuan 12 - Adhi Muhtadi WebBlog

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