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GATE 2018 SOIL MECHANICS SOLUTION

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A rigid smooth retaining wall of height 7m with vertical backface retains saturated clay as backfill. The saturated unit weight and undrained cohesion of the backfill are 17.2kN/m3 and 20kPa, respectively. The difference in the active lateral forces on the wall (in kN per meter length of the wall, up to two decimal places), before and after the occurrence of tension cracks is _____. SOLUTION- Gate Civil Solution - Complete solution to your previous year's GATE questions. Click below link to install it from Play store.   http://play.google.com/store/apps/details?id=com.gatecivil.solutions CLICK HERE TO DOWNLOAD APP FOR MORE QUESTION
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CLICK HERE TO VIEW PREVIOUS YEAR QUESTION PAPER OF GATE CIVIL ENGINEERING