Mekanika Tanah 1 Pertemuan 12 - Adhi Muhtadi WebBlog

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Beban Titik z PENYEBARAN BEBAN 1 2 σ z = B σ z ( B P P + z) x1 2 1
Beban Merata PENYEBARAN BEBAN σ z L B B+z = ( B + q z)( L + z) L+z z
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 and 8: CONTOH SOAL Tegangan Total σ = γ
Page 9 and 10: TEGANGAN AKIBAT BEBAN LUAR Jenis B
Page 11: KONTUR TEGANGAN
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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