i wonder if anybody can help,
i am looking for a method to calculate the flexure strength at point of failure of small thin pavement slabs on a partially compliant base tested under central loading,
i would be most grateful for some direction
i wonder if anybody can help, i am looking for a method to calculate the flexural strength at point of faliure of thin concrete pavement slabs on a compliant base under central loading.
i would be very grateful for any help