sketch for Problem 2 SURCHARGE = 250 TSF A 5 ANCHOR PULL SAND BACKFILL 8 (Low WATER LEVEL $ = 34° ka= 0.28 - 110 PCF X'
Posted: Mon May 16, 2022 7:47 am
- Sketch For Problem 2 Surcharge 250 Tsf A 5 Anchor Pull Sand Backfill 8 Low Water Level 34 Ka 0 28 110 Pcf X 1 (98.23 KiB) Viewed 36 times
Wall in Granular Soil that is submerged in 20 feet of water and as
shown in the attached sketch. You may use the Equivalent Beam
Method for your analysis.
sketch for Problem 2 SURCHARGE = 250 TSF A 5 ANCHOR PULL SAND BACKFILL 8 (Low WATER LEVEL $ = 34° ka= 0.28 - 110 PCF X' CO DE H-20 Sorua DE de = EFFECTIVE UNIT WEIGHT DREDGE LINE Y MEDIUM SAND D' 2 ZPT. OFVERTICAL TANGENT $ = 36 -S=0.4 Ka = 0.26 Kp = 6.63 Ke-K₂ = 6.37 Y'= 65 PCF