PROBLEM 3 (25 PTS) A lau net for the assessment of low around a single row f sheet piles in a per...
PROBLEM 3 (25 PTS) A lau net for the assessment of low around a single row f sheet piles in a permeable soil layer is shown below. (A) Calculate the poreavater pressure at points a and "d," ground surface, respectively. (B) If the piles have bee ground surface, calculate the uct pressura acting at the bottom and of the sheet pile ic, the difference in water pressures acting on the back and front sides of the wall. (Unit weight of water-9.81 kN/m, or 62.4 lb/ft) "a," "b," "c as shown, which are located at depths of 4.8m, 7.4m, 2.5m, and 10m, bow n driven to a depth of 4.9 m below Sheet pile Ground surface ua la
PROBLEM 3 (25 PTS) A lau net for the assessment of low around a single row f sheet piles in a permeable soil layer is shown below. (A) Calculate the poreavater pressure at points a and "d," ground surface, respectively. (B) If the piles have bee ground surface, calculate the uct pressura acting at the bottom and of the sheet pile ic, the difference in water pressures acting on the back and front sides of the wall. (Unit weight of water-9.81 kN/m, or 62.4 lb/ft) "a," "b," "c as shown, which are located at depths of 4.8m, 7.4m, 2.5m, and 10m, bow n driven to a depth of 4.9 m below Sheet pile Ground surface ua la