A reinforced earth retaining wall will have a height of 10.5 m. (35 ft) In this case: Calculate: tie rods, check safety by turning and displacement stuffed ϒ Ф´   FS       (1) 16.5 kn/m3 34°   3       (2) 105 lb/ft3 35°                   Foundation  (2) 18 kn/m3 115 lb/ft3 28°                   REINFORCEMENT Sv Sh FY tw tf Фk Fs (1) 1.0 m 1.0 m 250 mpa 0.12 m >0.005 25° 3 (2) 4 ft 4.5 ft 36 ksi 4 in > ¼ “ 22°

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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A reinforced earth retaining wall will have a height of 10.5 m. (35 ft) In this case:

Calculate: tie rods, check safety by turning and displacement

stuffed

ϒ

Ф´

 

FS

 

 

 

(1)

16.5 kn/m3

34°

 

3

 

 

 

(2)

105 lb/ft3

35°

 

 

 

 

 

 

 

 

 

Foundation

 (2)

18 kn/m3

115 lb/ft3

28°

 

 

 

 

 

 

 

 

 

REINFORCEMENT

Sv

Sh

FY

tw

tf

Фk

Fs

(1)

1.0 m

1.0 m

250 mpa

0.12 m

>0.005

25°

3

(2)

4 ft

4.5 ft

36 ksi

4 in

> ¼ “

22°

150 mm top cap
L.
Select backfill
O= 34
7= 17.30 kN/m
Facing unit (interlocks not shown)
Reinforcement lug
D.3 m 1
Lwall footing
"Original ground
Transcribed Image Text:150 mm top cap L. Select backfill O= 34 7= 17.30 kN/m Facing unit (interlocks not shown) Reinforcement lug D.3 m 1 Lwall footing "Original ground
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