Laserfiche WebLink
ngo-•,.anmever�nonng,gnwi �nie.JpgJ ono�yll:J4)JUU <br />X <br />36� <br />i 6.4(� - XIH3 Q <br />Footing Surcharge: <br />Aopjy on to above <br />bottom of excavation <br />Footing <br />Surcharge = q <br />B� X <br />Notes: <br />1. Minumum embedment shoutd be at least 10 feet below bottom of excavation. <br />2. A factor of safety of 1.5 has been applied to the recommended passive pressure values. <br />No factor of safety has been appiied to the recommended active earth pressure values. <br />3. Adive pressures shou�d be applied over the full width of the pile spacing above the <br />base of the excavation, and over one pile diameter below the base of the excavation. <br />4. Surcharge pressures should be applied over the entire length of the loaded area. <br />5. Passive pressvre should be applied to two times the diameter of the soldier piles. <br />6. Use 50% of the active and surcharge pressures for lagging design with soldier piles spaced <br />at 8' or �ess. <br />7. Refer to repoR te� for additional discussions. <br />Level Backs[ope <br />50 pcf (1H�iV backslop <br />35 pcf (level baekslope) <br />Active Pressure <br />1 H:1 V Temporary Cut <br />(if applicab[e) <br />Soldier Pile Wall with <br />Timber Lagging <br />350 pcf <br />Passive Pressure <br />