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Posted: **Mon May 16, 2022 12:26 pm**

: Question 6 A 20 Ft High Mse Wall Is To Be Designed Using Geogrid Reinforcement To Support A Roadway Segment By I 10 Eb I 1 (26.72 KiB) Viewed 37 times

: Question 6 A 20 Ft High Mse Wall Is To Be Designed Using Geogrid Reinforcement To Support A Roadway Segment By I 10 Eb I 2 (133.25 KiB) Viewed 37 times

: Question 6 A 20 Ft High Mse Wall Is To Be Designed Using Geogrid Reinforcement To Support A Roadway Segment By I 10 Eb I 3 (57.56 KiB) Viewed 37 times

: Question 6 A 20 Ft High Mse Wall Is To Be Designed Using Geogrid Reinforcement To Support A Roadway Segment By I 10 Eb I 4 (6.26 KiB) Viewed 37 times

QUESTION 6 A 20 ft high MSE wall is to be designed using geogrid reinforcement to support a roadway segment by I-10 EB in the east of San Antonio Material properties: Backfill material: 9=34º, y=115 pcf Retained soil: 9=30°, y=115 pcf Design: UX geogrid is used: Tallowable = 1500 lb/ft, reinforcement length = 14 ft, vertical spacing of the reinforcement = 18"
14 ft - - 13 - - 12 I 18" - 1 . -- 1 11 1 - - - - - - - - - - - 10 I - 9 8 20 ft 7 -- 6 -- -- 5 ---
B - - - - A
What is the factor of safety for rupture? (4th layer) O A.3.2 O B.3.6 O C.4.2 OD.2.2