If you want to apply a minor tweak to the document, it must not take long to Limit equation settlement. Such a basic activity does not have to demand additional training or running through handbooks to understand it. With the proper document modifying resource, you will not spend more time than is necessary for such a swift edit. Use DocHub to streamline your modifying process whether you are an experienced user or if it’s the first time making use of an online editor service. This instrument will take minutes or so to learn how to Limit equation settlement. The only thing needed to get more productive with editing is a DocHub account.
A plain document editor like DocHub will help you optimize the amount of time you need to dedicate to document modifying irrespective of your previous experience with such tools. Make an account now and improve your efficiency instantly with DocHub!
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