An acceleration-time history of an earthquake having M-8.5 is shown in Figure1,2512MISM115-I43541411112131415 11 11 12 13 14 15 16 17 18 19 20 21 12 21 14 18 21 28 153113123 24 21 18 21 28 13 41 41a.Find the risk of liquefaction for each soil layer (at the mid-point of layers)b. Determine the settlement due to liquefaction for each soil layer.+6.00 m0.00 m-10.00 m-18.00 mGWT교XXXXkali ljudi s o0.50 mBACKFILLY=20.0 kN/m³c=0 kPa and = 38"Y = 18.0 kN/m²³c=0 kPa and =30*-No.200-5% (FC-5%)N₁18 E=30000 kPaV₁=280 m/s↑€0.50mRogg!Y-17.0 kN/m²c-50 kPa, c=5 kPa and +=25*C/(1+e)=0.02 C₂/(1+e) = 0.2PI=24%.N₁=6 E-10000 kPaV-165 m/sUVISOFT CLAYSILTY SANDY=21.0 kN/m² WEATHERED ANDESITE9,=4 MPaV₁=845 m/s

An acceleration-time history of an earthquake having M-8.5 is shown in Figure 125 12 MIS 436 kad Judul n 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 13113214214 21 28 13 41 41 a. Find the risk of liquefaction for each soil layer (at the mid-point of layers)

An acceleration-time history of an earthquake having M-8.5 is shown in Figure 125 12 MIS 436 kad Judul n 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 13113214214 21 28 13 41 41 a. Find the risk of liquefaction for each soil layer (at the mid-point of layers)

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Question

An acceleration-time history of an earthquake having M-8.5 is shown in Figure
1,25
12
MIS
M
115-
I
435
41
411
112131415 11 11 12 13 14 15 16 17 18 19 20 21 12 21 14 18 21 28 153113123 24 21 18 21 28 13 41 41
a.
Find the risk of liquefaction for each soil layer (at the mid-point of layers)
b. Determine the settlement due to liquefaction for each soil layer.
+6.00 m
0.00 m
-10.00 m
-18.00 m
GWT
교
XXXX
kali ljudi s o
0.50 m
BACKFILL
Y=20.0 kN/m³
c=0 kPa and = 38"
Y = 18.0 kN/m²³
c=0 kPa and =30*
-No.200-5% (FC-5%)
N₁18 E=30000 kPa
V₁=280 m/s
↑
€0.50m
Rogg!
Y-17.0 kN/m²
c-50 kPa, c=5 kPa and +=25*
C/(1+e)=0.02 C₂/(1+e) = 0.2
PI=24%.N₁=6 E-10000 kPa
V-165 m/s
UVI
SOFT CLAY
SILTY SAND
Y=21.0 kN/m² WEATHERED ANDESITE
9,=4 MPa
V₁=845 m/s

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