Title: Design of Mechanically Stabilized Earth Walls
1Design of Mechanically Stabilized Earth Walls
Prof. Jie Han, Ph.D., PE The University of Kansas
2Outline of Presentation
- Introduction
- External Stability Analysis
- Internal Stability Analysis
- Local Stability Analysis
3Illustrated Cross Section
4Publications
- FHWA Demo 82 - Federal Highway Administration
- Demonstration Project 82 Manual (1997)/AASHTO
- MSEW/MesaPro Software
- NCMA - National Concrete Masonry Association
- Design Manual (Second Edition, 1997)
- SRWall - NCMA Segmental Retaining Wall Software
This presentation will focus on FHWA DEMO 82
5Wall Systems and Reinforcement
Wall Systems
- Segmental (modular) block walls
- Panel walls
Reinforcement
- Inextensible - metal reinforcement (steel strips
or mesh) - Extensible - geosynthetic reinforcement
(geotextile or geogrid)
6Reinforced Fill
Free draining backfill - cohesion, c 0
7Potential Failure Plane Extensible
Reinforcement
w 0 100
Rankine failure plane
b
a 450f/2
La
Le
w gt 100
w
H
Coulomb failure plane
a f f(f, b, d, w)
a
d b
L
8Potential Failure Plane - Inextensible
Reinforcement
0.3H1
H1/2
La
Le
H1
H
H1/2
9Requirements for Reinforcement Length
- L/H gt 0.7
- L gt 8 ft
- Le gt 3 ft
10Recommended Factors of Safety
External
- Sliding FS ? 1.5
- Eccentricity at base e ? L/6 in soil e ? L/4
in rock - Bearing capacity FS ? 2.5
- Deep seated stability FS ? 1.3
- Compound stability FS ? 1.3
Internal
- Pullout FS ? 1.5
- Rupture see detailed discussion
- Internal sliding FS ? 1.5
11- External Stability Analysis
12External Stability - Force Diagram (Static)
W2
b
W1
Ps
H1
b
H1/3
L
13Coefficient of External Active Earth Pressure
(Static)
w 0 100
w gt 100
d ?
14External Stability - Base Sliding
Sliding resisting force
FSsliding
Sliding driving force
15External Stability - Overturning
Resisting moment about toe
FSoverturning
Driving moment about toe
16External Stability - Bearing Capacity
W2
Meyerhof-type distribution
L - 2e
b
qa
W1
Ps
H1
Ultimate bearing capacity, qult
b
Footing width, L-2e and no embedment effect
H1/3
L
Factor of safety
FS qult/qa
17- Internal Stability Analysis
18Force Diagram (Static)
S1/2hs
q gS
hs
z
qr gz
H
pa1KagH
pa2KagS
19Coefficient of Internal Active Earth Pressure
w 0 100
w gt 100
20Variation of Internal Pressure Ratio with Depth
1.0
1.2
1.7
2.5
K/Ka
Metal bar mats welded wire grids
Metal strips
6m
Depth, z
Geosynthetics
21Internal Stability - Internal Sliding
b
Ps
h
b
h/3
L
22Maximum Tension in Reinforcement
Pa
Sv
Tmax
Tmax Pa
23Internal Stability - Rupture or Strength
Metal reinforcement
Long Term Allowable Strength Ta FS x A0 x fy ?
Tmax FS 0.55 for strip or 0.48 for grid A0 No
of longitudinal bars x As, As - bar section area
Geosynthetics
Long Term Design Strength Tal Tult/(RF) RF
RFcreep x RFdurability x RFinstallation damage FS
Tal/Tmax ? 1.5
24Internal Stability - Pullout
25 26Connection Test
27Local Stability - Facing Connection
Rupture
CRu Ttultconn/Tlot
Tultconn TultCRu
Ttultconn(Tult/Tlot)
28Local Stability - Facing Connection
Pullout or Displ. _at_ 0.6
CRs Ttconn/Tlot
Tconn TultCRs Ttconn(Tult/Tlot)
(FS Tc/Tmax gt 1.5)
29Local Stability - Bulging or Shear
- Maximum reinforcement Spacing
2 x block depth 2 ft. for most blocks
30Local Stability - Crest Toppling
- One-half reinforcement spacing
31 32Case Study -1
Wall Height H 20 ft Backslope b 00 Batter w
0.450 Friction Angle (All) f 300 MESA4
Geogrids Reinforcement Length L 15 ft Spacing s
2 ft Interaction Coefficient Ci 0.58
33Results of Case Study -1A(Static)
External FS Base Sliding
2.58 Eccentricity(e/L) 0.096 Overturning
5.06 Bearing 5.50 Internal Rupture
1.07 Pullout 4.23 Internal Sliding
1.72 Local Connection Rupture 1.23 Connection
PO/Service 1.11
34Case Study -2
Wall Height H 20 ft Backslope b 260 Batter w
0.450 Friction Angle (All) f 300 MESA4
Geogrids Reinforcement Length L 15 ft Spacing s
2 ft Interaction Coefficient Ci 0.58
35Results of Case Study -2A (Static)
External FS Base Sliding
1.46 Eccentricity(e/L) 0.120 Overturning
2.58 Bearing 3.33 Internal Rupture
0.90 Pullout 5.29 Internal Sliding
0.92 Local Connection Rupture 1.04 Connection
PO/Service 0.94