加筋土墙设计.doc

~~ The Reinforced Earth Company
8614 Westwood Center Drive Suite 1100, Vienna, Virginia 22182 [phone] -

21. NOTE TO CONTRACTORS
ONLY THE FOLLOWING MATERIALS ARE SUPPLIED BY THE REINFORCED EARTH COMPANY:
- PRECAST CONCRETE FACING PANELS
- SOIL REINFORCEMENTS
- BOLT SETS (FOR ATTACHING PANELS TO THE SOIL REINFORCEMENTS)
- BEARING BLOCKS
- RUBBER SHIMS
- FILTER CLOTH AND ADHESIVE (FOR PANEL JOINTS ONLY)
ANY OTHER MATERIALS CALLED FOR IN THE CONTRACT PLANS OR SPECIFICATIONS ARE TO BE SUPPLIED BY THE CONTRACTOR. ANY JOINT MATERIALS SHOWN AT THE INTERFACE OF PRECAST PANELS AND CASTIN-PLACE CONCRETE STRUCTURES ARE TO BE SUPPLIED BY THE ERECTION CONTRACTOR. ALL SANDBLASTING, PAINTING, SEALERS OR OTHER SPECIAL APPLIED COATINGS ARE ALSO SUPPLIED/INSTALLED BY THE CONTRACTOR IN THE FIELD FOLLOWING PANEL ERECTION.
22. THE REINFORCED EARTH COMPANY SUPPLIES PRECAST CONCRETE FACING PANELS AND ACCESSORIES TO BE USED IN CONJUNCTION WITH OTHER MATERIALS IN THE CONSTRUCTION OF THE REINFORCED EARTH RETAINING WALLS DETAILED HEREIN. THE CONSTRUCTION AND QUALITY CONTROL PROCEDURES MANUAL FURNISHED BY THE REINFORCED EARTH COMPANY IS INTENDED TO PROVIDE A GENERAL EXPLANATION OF THE SYSTEM. IT IS THE CONTRACTOR'S OBLIGATION TO DEVISE AND EXECUTE A PROJECT SPECIFIC ERECTION SEQUENCE, PANEL UNLOADING, HANDLING AND BRACING SYSTEM, AND FALL PROTECTION SYSTEM. THE BRACING SYSTEM SHOWN IN THE CONSTRUCTION AND QUALITY CONTROL PROCEDURES MANUAL IS GENERAL IN NATURE AND DOES NOT ACCOUNT FOR PROJECT SPECIFIC CRITERIA. COMPLIANCE WITH THE GUIDELINES IN THIS MANUAL DOES NOT RELIEVE THE CONTRACTOR OF ITS RESPONSIBILITY TO ADHERE TO THE PROJECT PLANS, SPECIFICATIONS AND CONTRACT DOCUMENTS OR COMPLIANCE WITH ALL FALL PROTECTION, SAFETY, LAWS, STANDARDS AND PROCEDURES AT THE JOBSITE. CONTRACTORS SHOULD TAKE SPECIAL PRECAUTIONS TO PREVENT THE PANELS FROM SHIFTING OR FALLING DURING THE ERECTION PROCESS.
23. THE DESIGN CONTAINED ON THESE DRAWINGS IS BASED ON INFORMATION PROVIDED BY THE OWNER. ON THE BASIS OF THIS INFORMATION, THE REINFORCED EARTH COMPANY IS RESPONSIBLE FOR INTERNAL STABILITY OF THE STRUCTURE ONLY. EXTERNAL STABILITY DESIGN INCLUDING FOUNDATION AND SLOPE STABILITY IS THE RESPONSIBILITY OF OTHERS.
24. THESE DRAWINGS ARE CERTIFIED WITH RESPECT TO THE INTERNAL STABILITY OF REINFORCED EARTH STRUCTURES ONLY.
25. THIS DRAWING CONTAINS INFORMATION PROPRIETARY TO THE REINFORCED EARTH COMPANY, AND IS BEING FURNISHED FOR THE USE IN CONNECTION WITH FOOT PROJECTS ONLY, AND THE INFORMATION CONTAINED HEREIN IS NOT TO BE TRANSMITTED TO ANY OTHER
ORGANIZATION UNLESS SPECIFICALLY AUTHORIZED IN WRITTING BY THE REINFORCED EARTH COMPANY. THE REINFORCED EARTH COMPANY IS EXCLUSIVE LICENSEE IN THE UNITED STATES UNDER PATENTS ISSUED TO HENRY VIDAL, AND THE FURNISHING OF THIS DRAWING DOES NOT CONSTITUTE AN EXPRESSED OR IMPLIED LICENSE UNDER THE VIDAL PATENTS.
THIS SYSTEM SHALL BE USED IN SLIGHTLY OR MODERATELY AGGRESSIVE ENVIRONMENTS ONLY.
CRUCIFORM AND SQUARE PANELS
DESIGN CRITERIA

DESIGN IS BASED ON THE ASSUMPTION THAT THE MATERIAL WITHIN THE
REINFORCED EARTH VOLUME, METHODS OF CONSTRUCTION AND QUALITY
OF PREFABRICATED MATERIALS SHALL CONFORM TO THE CONTRACTING
AGENCY'S TECHNICAL SPECIFICATIONS (SECTION 548) FOR REINFORCED
EARTH WALLS
12.
BACKFILL MATERIAL SHALL BE COMPACTED IN ACCORDANCE WITH SEC 548
TO A LEVEL OF 2"± ABOVE THE TIE STRIPS EMBEDDED IN THE PANELS.
INSTALLATION OF SOIL REINFORCEMENTS SHALL BE PERMITTED ONLY AFTER
PLACEMENT AND COMPACTION OF THE BACKFILL MATERIAL HAS REACHED
THE REQUIRED LEVEL.

13.
IF STRUCTURES IN EXCESS OF 20' IN HEIGHT OCCUR, THE FINISHED GRADE
2.
SOIL PARAMETERS:
SEE WALL CONTROL DRAWINGS FOR SOIL CHARACTERISTICS OF FOUNDATION
MATERIAL TO BE USED IN THE DESIGN OF THE WALL SYSTEM. THE
CONTRACTOR SHALL PROVIDE SOIL DESIGN PARAMETERS FOR BACKFILL
MATERIAL BASED ON THE ACTUAL SOIL CHARACTERISTICS UTILIZED AT

IN FRONT OF THE WALL SHALL BE PLACED AND COMPACTED BEFORE WALL
CONSTRUCTION EXCEEDS A HEIGHT OF 20'. FINISHED GRADE BACKFILL
SHALL BE COMPACTED TO 95% OF AASHTO T-180 UNLESS OTHERWISE
DIRECTED BY THE ENGINEER.

THE SITE. THE VALUES OF FRICTION ANGLE (0), COHESION ( c ) AND
TOTAL UNIT WEIGHT ( y ) SHALL BE PROVIDED IN THE SHOP DRAWINGS.
14.
IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE LOCATION
OF ANY GUARDRAIL POSTS BEHIND THE REINFORCED EARTH PANELS PRIOR
TO PLACEMENT OF THE TOP LAYER OF SOIL REINFORCEMENTS. INDIVIDUAL
REINFORCEMENTS MAY BE SKEWED UP TO 15' TO AVOID THE POST LOCATIONS
3.
THE MAXIMUM APPLIED BEARING PRESSURE AT THE FOUNDATION LEVEL
IS AS SHOWN ON THE WALL ELEVATIONS FOR EACH DESIGN CASE.
IT IS THE RESPONSIBILITY OF THE OWNER TO DETERMINE THAT THIS
APPLIED BEARING PRESSURE IS ALLOWABLE FOR THAT LOCATION.

IF AUTHORIZED BY THE ENGINEER. ANY DAMAGE DONE TO THE
SOIL REINFORCEMENTS DUE TO THE INSTALLATION OF THE GUARDRAIL SHALL
BE REPAIRED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE.

15.
IF EXISTING OR FUTURE STRUCTURES, PIPES, FOUNDATIONS OR GUARDRAIL
4.
ANY UNSUITABLE FOUNDATION MATERIAL BELOW THE REINFORCED EARTH
VOLUME, AS DETERMINED BY THE ENGINEER, SHALL BE EXCAVATED AND
REPLACED WITH SUITABLE MATERIAL OR OTHERWISE STABILIZED AS
DIRECTED BY THE ENGINEER.

POSTS WHICH ARE WITHIN THE REINFORCED EARTH VOLUME INTERFERE
WITH THE NORMAL PLACEMENT OF SOIL REINFORCEMENTS AND SPECIFIC
DIRECTION HAS NOT BEEN PROVIDED ON THE PLANS, THE CONTRACTOR
SHALL NOTIFY THE ENGINEER TO DETERMINE WHAT COURSE OF
ACTION SHOULD BE TAKEN.
5.
REINFORCING STRIPS FOR REINFORCED EARTH WALLS SHALL BE 1 31/32"
WIDE AND 5/32" THICK, AND SHALL CONFORM TO THE PHYSICAL AND

MECHANICAL PROPERTIES OF ASTM A-572 GRADE 65. GALVANIZATION
SHALL BE APPLIED IN ACCORDANCE WITH ASTM A-123.
16.
TOP PANELS BENEATH COPING SHALL HAVE #4 DOWELS PROTRUDING
FROM THEIR TOP EDGE.

17.
FOR OTHER INFORMATION PERTAINING TO WALL CONSTRUCTION PLEASE
6.
HA LADDERS SHALL BE SUPPLIED BY THE REINFORCED EARTH COMPANY,
AND SHOP FABRICATED OF COLD DRAWN STEEL WIRE CONFORMING TO THE
PHYSICAL AND MECHANICAL PROPERTIES OF ASTM A-82. ALL WELDING

REFER TO THE REINFORCED EARTH CONSTRUCTION MANUAL.

SHALL BE IN ACCORDANCE WITH ASTM A-185. GALVANIZING FOR
PERMANENT WALL SYSTEMS SHALL CONFORM TO THE MINIMUM
REQUIREMENTS OF ASTM A-123 OR AASHTO M111 (2 OZ/SQ. FT.).
HA LADDER REINFORCEMENTS MAY BE USED ONLY ON WALLS WITH
HEIGHTS 20 FT OR LESS.
18.
THE CONTRACTOR IS RESPONSIBLE FOR GRADUALLY DEFLECTING UPPER
SOIL REINFORCEMENTS DOWNWARD TO AVOID CONFLICTS WITH PAVING AND
SUBGRADE PREPARATION. THE CONTRACTOR'S ATTENTION IS DIRECTED
ESPECIALLY TO SITUATIONS WHERE ROADWAY SUPERELEVATION AND/OR
SOIL MIXING ARE ANTICIPATED.
7. THE MINIMUM FACTORS OF SAFETY REQUIRED FOR DESIGN
OVERTURNING = 2.0
SLIDING = 1.5
INTERNAL PULLOUT = 1.5 (ALLOWABLE DEFORMATION = 0.75 INCH) BEARING CAPACITY = 2.5
OVERALL STABILITY = 1.5
STEEL SOIL REINFORCEMENT = 0.55Fy AT END OF DESIGN LIFE
AND 0.50 Fu AT NET SECTION OF BOLTED CONNECTION
MAXIMUM PULLOUT FACTOR f* (FOR SAND) = 1.5
(FOR LIMEROCK) = 2.0
WALL CONSTRUCTION
8. REINFORCED EARTH WALLS IN CURVES WILL FORM A SERIES OF SHORT CHORDS OF 4'-11" EACH TO MATCH DESIRED WALL ALIGNMENT.
MATERIALS NOTES
19. NOMINAL SOIL REINFORCEMENT LENGTHS
THE SOIL REINFORCEMENT LENGTHS SHOWN ON THE PLANS, MEASURED FROM BACK FACE OF PANEL, ARE THE NOMINAL LENGTHS REQUIRED BY CALCULATION. THE ACTUAL FABRICATED REINFORCEMENT LENGTHS ARE OFTEN LONGER (UP TO 6") DUE TO MANUFACTURING TOLERANCES. THE REQUIRED HORIZONTAL LIMIT OF GRANULAR BACKFILL IS EQUAL TO THE NOMINAL SOIL REINFORCEMENT LENGTH.
20. PANEL FINISH
THE PRECAST PANELS FOR THIS PROJECT SHALL HAVE A PLAIN STEEL FINISH UNLESS OTHERWISE SPECIFIED ON THE RETAINING WALL CONTROL PLANS.
9. FOR LOCATION AND ALIGNMENT OF REINFORCED EARTH WALLS, SEE RETAINING WALL CONTROL PLANS.
10. IF MANHOLES AND DROP INLETS ARE PRESENT, THEY SHALL BE LOCATED AS SHOWN ON WALL ELEVATIONS.

RETAINING WALL SYSTEMS
THE REINFORCED EARTH COMPANY
REINFORCED EARTH WALL
STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION
APPROVED BY
William N. Nickas, P.E.
SBIeS ctresOesign Engineer
/ of /6
11. IF PILES ARE LOCATED WITHIN THE REINFORCED EARTH VOLUME, THEY SHALL BE DRIVEN PRIOR TO CONSTRUCTION OF THE REINFORCED EARTH WALL UNLESS A METHOD TO PROTECT THE STRUCTURE, WHICH IS ACCEPTABLE TO THE ENGINEER AND THE REINFORCED EARTH COMPANY, AND IS PROPOSED AND APPROVED IN WRITING.
DATE : 01-01-05
INTERIM STANDARD
SHEET NOS. I - 16 OF 16 AREA REPLACEMENT OF INDEX NO. 5015 OF THE DESIGN STANDARDS BOOKLET DATED JANUARY 2004.
REVisM No.
04
SxEET W.
INDEX ND.
050/5
INTERIM STANDARD IN ENGLISH UNITS APPLICABLE TO DESIGN STANDARDS BOOKLET PUBLISHED IN ENGLISH UNITS.

STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION
RETAINING WALL SYSTEMS
THE REINFORCED EARTH COMPANY
REINFORCED EARTH WALL
INTERIM STANDARD
SHEET NOS. I - 16 OF 16 ARE A REPLACEMENT OF INDEX NO. 5015 OF THE DESIGN STANDARDS BOOKLET DATED JANUARY 2004.
4'-11" (TYPICAL)
OF JOINT
1-JOINT
JOINT
S"EET W.
INDEX ND.
050/5
174
2 of /6
REVisM No.
FRONT FACE OF PANEL
TIE STRIP
L41.54 cq>rialll 4>ria54
0/WIN bi.N
! x..111 lle.111 lila
&~ 111 111 O~ 111
rmlM
ruin 4iiin 1~ .ilia
fill 0,114 41q4 .... ~~..
111°~~4~ ~1iriib11~ ~~riv~11" 1,)..
d b4
l~
I 1 I 1 1
HORIZONTAL WIDTH OF CLOTH
1'-6" ( TYP. )
LEVELING PAD J ' PANEL JOINT NOTE:
STRIPS OF FILTER CLOTH SHALL BE PLACED ON BACK FACE OF PANEL, OVER PANEL JOINTS. FILTER CLOTH SHALL BE ADHERED TO BACK FACE OF PANELS USING AN ADHESIVE COMPOUND SUPPLIED BY THE REINFORCED EARTH COMPANY. ADHESIVE SHALL BE APPLIED TO PANEL THEN FILTER CLOTH (CARTHAGE MILLS TYPE FX-45HS OR EQUAL) SHALL BE APPLIED TO PANELS.
FILTER CLOTH DETAIL PARTIAL ELEVATION - BACK FACE
PANEL
THICKNESS
REINFORCEMENT
DESIGNATION
* PANEL
REINFORCEMENT
( N2)
MAXIMUM ALLOWABLE
HORIZONTAL STRESS
AT FACING ( kPa )
5 1/2"
R4
0.44 VERTICAL
0.58 HORIZONTAL
1.19
R6
0.66 VERTICAL
0.78 HORIZONTAL
1.46
R7
1.18 VERTICAL
1.78 HORIZONTAL
2.58

* TOTAL AREA OF STEEL REQUIRED PER "TYPE A" PANEL.
NOTES:
1. REINFORCING STEEL TO BE A615 GRADE 60.
2. 3/8" x 3/8" CHAMFER SHALL BE PROVIDED ON ALL EXPOSED EDGES ( FRONT FACE ONLY ).
3. ALL PANEL TYPES AND OTHER RELATED ELEMENTS WILL BE DETAILED ON SHOP DRAWINGS.
4. ALL PANELS SHALL HAVE TWO LIFTING INSERTS OF ONE TON CAPACITY EACH.
5. PANEL DESIGN THICKNESS IS 5 1/2". THICKNESS OF CONCRETE MUST INCREASE TO ACCOMMODATE ANY ARCHITECTURAL SURFACE FINISH THAT MAY BE SPECIFIED.
6. ACTUAL PANEL REINFORCEMENT FOR ALL PANEL TYPES ON THIS PROJECT IS DESIGNATED ABOVE. R4 ILLUSTRATED FOR INFORMATION ONLY.
SECTION C-C
PANEL TYPE "A"
WITH R4 REINFORCEMENT FRONT VIEW
SECTION A-A
1 1/2"
CONNECTION DETAIL
TYPICAL PANEL LAYOUT PARTIAL ELEVATION - FRONT FACE
TYPICAL CHAMFER
SECTION 1-1
THIS SYSTEM SHALL BE USED IN SLIGHTLY OR MODERATELY AGGRESSIVE ENVIRONMENTS ONLY
CRUCIFORM AND SQUARE PANELS
DATE : 01-01-05
INTERIM STANDARD IN ENGLISH UNITS APPLICABLE TO DESIGN STANDARDS BOOKLET PUBLISHED IN ENGLISH UNITS.
APPROVED BY
William N. Nickas, P.E.
S Wm Design Engireer
JOINT
EQ. -
-3 1/8"

B
B
B
B

B

-
I
I
L
-CUT EDGE
I I
1BBI
B e
CUT WIDTH ON ELEVATION
AR-4-R4
1
B
B
B
B
C-2-R4
B-2-R4 B-3-R4 B-4-R4
CUT WIDTH
ON ELEVATION 1
A-6-R4 AL-4-R4
A-3-R5
A-4-R4
A-5-R4
~
_ r,
r
D-2-R4 D-3-R4

B
_J
L
B
B
B
B B
B
B
B
B
B
B B
B
L
C-3-R4
C-4-R4
D-4-R4
E-3-R4
E-4-R4
F-4-R4
F-5-R4
HJJ - HJ
HII - HI
- 7 3/8"
r

8
B
B
B B
B
A
A
R
A
R R R A -
I
J
L_

L_

_J

r
L
1888 f
1 B
8 8
C-4-R4
B
B B
B
B
B
B
B
B
F-8-R4
O-8-R4
SLOPED TOP PANELS
"H" PANEL USED FOR ILLUSTRATION ONLY.
H-4-R4
H-5-R4
H-8-R4 HJ-4-R4
4'-11" STD. WIDTH
HI-4-R4
B
B
B B
B
B
B
B
B
B
B

_J

L_

_J
rn
I in
A
A
R
R
_J
_J

B

B
B
8
B
B B
8
B
B
B
B
B
B
B
L
B
B
B
K-8-R4
K-5-R4
Q-4-R4 Q-5-R4
L-6-R4
L-7-R4
B
B
P-7-R4
ALL PANELS ARE SHOWN BACK FACE VIEW
P-6-R4

B TIE STRIP LOCATION
CE TIE STRIP
BLOCKOUT REQ'D. FOR PANELS THICKER THAN 5 1/2" (TYP.)
R5 {HVERTICAL BARS A AS ORIZONTAL BA SRARE3 #4 AS OSHOWN
R6 VERTICAL BARS ARE 6-#3 HORIZONTAL BARS ARE 4-#4
R7 VERTICAL BARS ARE 6-#4 HORIZONTAL BARS ARE 4-#6
N
VARIES
NOTE
HEIGHT OF CORNER ELEMENTS AND SLIP JOINTS SHOULD MATCH WITH PANEL HEIGHT.
CORNER ELEMENT
SIZE VARIES WITH ANGLES

21/2" 1'-5" 2 1/2"
N 5 j 1'-O" 15"
1'-10"
SLIP JOINT
SEE PANEL TYPE "A" WITH R4 REINFORCEMENT ON SHEET TITLED "PANEL DETAILS" FOR TYPICAL REINFORCEMENT SPACING
THIS SYSTEM SHALL BE USED IN SLIGHTLY OR MODERATELY AGGRESSIVE ENVIRONMENTS ONLY
CRUCIFORM PANELS
STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION
RETAINING WALL SYSTEMS
THE REINFORCED EARTH COMPANY
REINFORCED EARTH WALL
DATE : 01-01-05
INTERIM STANDARD IN ENGLISH UNITS APPLICABLE TO DESIGN STANDARDS BOOKLET PUBLISHED IN ENGLISH UNITS.
APPROVED BY
William N. Nickas, P.E.
INTERIM STANDARD
SBIe Swcgrea Oeaign Engineer
SHEET NOS. I - 16 OF 16 ARE A REPLACEMENT OF INDEX NO. 5015 OF THE DESIGN STANDARDS BOOKLET DATED JANUARY 2004.
REVISION No.
SKEET W.
10E% ND.
050/5
04
3 of /6

SHEET W.
INDEX W.
05015
04
4 o{l6
REvisM No.
TOP OF PRECAST COPING.
10'-1
wlw„
. 80, A m.n. _ =.1 I

PRECAST COPING PARTIAL ELEVATION
C.I.P. CONC. COPING W/DITCH
CLASS II CONC. (3400 PSI)
THIS SYSTEM SHALL BE USED IN SLIGHTLY OR MODERATELY AGGRESSIVE ENVIRONMENTS ONLY
CRUCIFORM PANELS
FOR ANY DESIRED SHORT PORTIONS OF C.I.P. CONC. COPING BETWEEN PRECAST CONC. COPING USE THIS SIMILAR C.I.P. CONC. SECTION. ALSO USE FOR VERTICAL COPING.
C.I.P. COPING SECTION
CLASS II CONC. (3400 PSI)
STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION
RETAINING WALL SYSTEMS
THE REINFORCED EARTH COMPANY
REINFORCED EARTH WALL
INTERIM STANDARD
SHEET NOS. I - 16 OF 16 ARE A REPLACEMENT OF INDEX NO. 5015 OF THE DESIGN STANDARDS BOOKLET DATED JANUARY 2004.
#4 BAR 1118" O.C. MAX. AS REQUIRED
#4 BAR @ 18" O.C. EACH FACE
C.I.P. COPING - PARTIAL ELEVATION
OTE:
1/2-INCH OPEN JOINTS IN COPING SHALL BE AT 6 PANEL INTERVALS AND COINCIDE APPROXIMATELY WITH CE OF PANEL JOINTS. REINFORCING STEEL SHALL BE STOPPED 2" SHORT OF EITHER SIDE OF THE JOINTS.
CONSTRUCTION JOINTS IN BETWEEN THE OPEN JOINTS SHALL BE PROVIDED AT 2 PANELS INTERVALS.
COPING ENCLOSURE DETAIL
2
1/2" OPEN JOINT
TOP OF LEVEL-UP
CONCRETE
INTERIM STANDARD IN ENGLISH UNITS APPLICABLE TO DESIGN STANDARDS BOOKLET PUBLISHED IN ENGLISH UNITS.
DATE : 01-01-05
1'-4"
8
ONE TON SPREAD ANCHOR-2/UNIT CONTRACTOR TO FILL RECESS WITH NON-SHRINK GROUT AFTER PLACEMENT
NOTE:
ALL BARS ARE #4 AS SHOWN ON SHOP DRAWINGS. STANDARD COPING UNIT IS 10'-0" LONG WITH SQUARE ENDS. ALL OTHER LENGTHS AND PIECES REQUIRING BEVELED ENDS SHALL BE FIELD CUT BY THE CONTRACTOR OR C.I.P. PER DETAIL LEFT.
3-#4'S, 2'-0" LONG DOWELS PER PANEL. CONTRACTOR TO TRIM DOWELS WHERE REQUIRED TO CLEAR TOP OF LEVELING CONCRETE FI