Figures index

From

Assessment of Shallow Geotechnical Properties, Koya City- North of Iraq

Zahraa Noori Rasheed, Bahra Dhahir Ghafour, Hemn Muhammad Omar

American Journal of Civil Engineering and Architecture. 2016, 4(2), 67-73 doi:10.12691/ajcea-4-2-5
  • Figure 1. Location of Koysinjaq area according to the Erbil city at Kurdistan region of Iraq, (source: flickr.com and Googol map)
  • Figure 2. Location map of Koya city, which indicates the testing stations (Basir, 2013)
  • Figure 3. Percent of gravel sand and fines at each tested station within Koya city
  • Figure 4. Variation of Liquid limit, Plastic limit and plasticity index at different station within Koya city
  • Figure 5. Specific gravity test results at different stations within Koya city
  • Figure 6. Soil activity for clayey and silty- clay “Stations 27-33” within Koya city
  • Figure 7. Optimum moisture content at different stations within Koya city
  • Figure 8. Optimum moisture content at different stations within Koya city
  • Figure 9. Coefficient of permeability for each station within Koya city