tugas pondasi summary.xlsx

4
NAMA : MUCHAHMAD EFENDI TUGAS REKAPITULASI DATA TANAH NIM : 1113030021 KELAS : 3 GEDUNG 1 PAGI Properties Nama Kedalaman 0 - 7 7 - 9,95 9,95 - 15,8 >15,80 Material model Model Mohr -Columb Mohr - Columb Mohr - Columb Mohr - Columb Type Undrained Undrained Undrained Undrained ϒ 10.41 10.47 10.87 13.2 ϒsat 16.45 16.51 16.21 14.5 Kx 0.81 0.8 0.79 1.02 Ky 0.81 0.8 0.79 1.02 E 400 2400 8000 40000 Poisson's ratio v 0.3 0.3 0.3 0.3 C mf 13.333 60 160 500 Friction angle ϕ 19 22 24 28 Dilantacy angle ψ 0 0 0 0 Lanau Kepasiran Lunak Lanau Kepasiran teguh Lanau Kepasiran kaku Lanau Kepasiran keras material behaviour weight above phreatic level soil unit phreatic level horizontal direction vertikal direction Young's modulus (constant) Cohession (constant)

Upload: muhamad-efendi

Post on 08-Dec-2015

3 views

Category:

Documents


1 download

TRANSCRIPT

Page 1: TUGAS PONDASI SUMMARY.xlsx

NAMA : MUCHAHMAD EFENDI

TUGAS REKAPITULASI DATA TANAH NIM : 1113030021

KELAS : 3 GEDUNG 1 PAGI

Properties Nama Unit

Kedalaman 0 - 7 7 - 9,95 9,95 - 15,8 >15,80 m

Material model Model Mohr -Columb Mohr - Columb Mohr - Columb Mohr - Columb -

Type Undrained Undrained Undrained Undrained -

ϒ 10.41 10.47 10.87 13.2

ϒsat 16.45 16.51 16.21 14.5

Kx 0.81 0.8 0.79 1.02 m/day

Ky 0.81 0.8 0.79 1.02 m/day

E 400 2400 8000 40000

Poisson's ratio v 0.3 0.3 0.3 0.3 -

C mf 13.333 60 160 500 -

Friction angle ϕ 19 22 24 28 ᵒDilantacy angle ψ 0 0 0 0 ᵒ

Lanau Kepasiran Lunak

Lanau Kepasiran teguh

Lanau Kepasiran kaku

Lanau Kepasiran keras

Type of material behaviourSoil unit weight

above phreatic level

KN/m3

soil unit phreatic level

KN/m3

Permeability in horizontal direction

Permeability in vertikal direction

Young's modulus (constant)

KN/m3

Cohession (constant)

Page 2: TUGAS PONDASI SUMMARY.xlsx