Any one can tell me any thumb rule to find the approximate increment value in bearing capacity of soil (for initial design) after proper compaction and adding the selected granular material???
For example existing soil bearing capacity is 50 KN/m2 if we do compaction in proper way and add 30 cm layer of selected granular material what incremental soil bearing capacity could be taken for my initial design of raft footing and if soil type is clay??
For example existing soil bearing capacity is 50 KN/m2 if we do compaction in proper way and add 30 cm layer of selected granular material what incremental soil bearing capacity could be taken for my initial design of raft footing and if soil type is clay??
