You realize you are using the right file editor when such a simple task as Establish columns settlement does not take more time than it should. Modifying papers is now an integral part of a lot of working operations in numerous professional fields, which is why accessibility and efficiency are essential for editing resources. If you find yourself studying guides or looking for tips on how to Establish columns settlement, you may want to find a more intuitive solution to save your time on theoretical learning. And here is where DocHub shines. No training is required. Just open the editor, which will guide you through its main functions and features.
A workflow becomes smoother with DocHub. Use this tool to complete the paperwork you need in short time and get your productivity to a higher level!
hello everyone so today we are going to discuss an example problem on consolidation the reference for this example is again the fundamentals of the technical engineering by das and sivakugan this particular example is related to the calculation of primary consolidation settlement under a foundation lets calculate the primary consolidation settlement of a three meter thick clay layer below so the clay is this one the tree with 30 clay layer this has a given saturated unit weight of 17.3 kilonewton per cubic meter it also have a given void ratio of 1.0 and a liquid limit value of 40. so we want to calculate the settlement of this clay layer that will result from the load carried by 1.5 meter square footing so we have a square footing here which is which has a section of 1.5 by 1.5 meter and the load carried by this footie is 890 kilo newton the soil above our clay layer is sand so we have here dry sand having a dry unit weight of 15.7 kilo newton per cubic meter while below the ground