The Scientific World Journal / 2014 / Article / Tab 3 / Research Article
Evaluation of the Pseudostatic Analyses of Earth Dams Using FE Simulation and Observed Earthquake-Induced Deformations: Case Studies of Upper San Fernando and Kitayama Dams Table 3 Soil properties of the Kitayama dam.
Layer number
(kN/m3 )
(kN/m3 ) E (MN/m2 )
(m/s)c (kN/m2 )φ (degree)
K (m/day)1 19.5 20.60
405.8 2 46 0.3 0.06 2 19.5 20.60
401.3 2 48 0.31 0.06 3 19.5 20.60
347.2 2 45 0.3 0.06 4 19.5 20.60
359.6 2 48 0.3 0.06 5 19.5 20.60
364.7 2 46 0.3 0.06 6 19.5 20.60
406.8 2 46 0.3 0.06 7 19.5 20.60
386 2 44 0.3 0.09 8 19.5 20.60
313.3 2 44 0.3 0.09 9 19.5 20.60
215.7 2 44 0.3 0.09 10 27.5 29.1
215.7 63.7 — 0.3 86.4 11 27.5 29.1
297.8 63.7 — 0.3 86.4 12 27.5 29.1
347.1 22.5 39 0.3 82 13 27.5 29.1
408.7 22.5 39 0.3 82 14 19.3 20.4
216.8 63.7 — 0.3 0.06 15 19.2 20.5
210 63.7 — 0.33 0.06 16 19.3 20.4
280.6 63.7 — 0.35 0.06 17 19.2 20.5
273.1 63.7 — 0.36 0.06 18 19.3 20.4
366.9 63.7 — 0.34 0.06 19 19.2 20.5
357.1 63.7 — 0.36 0.06 20 19.3 20.4
408.6 63.7 — 0.37 0.06 21 19.3 20.4
437.1 63.7 — 0.36 0.06 22 19.2 20.5
420.1 63.7 — 0.35 0.06 23 21.7 23.64
521.6 2 30 0.34 0.06 24 23.1 24.53
1222 2 28 0.33 0.1