Which one of the below is more appropriate method for determining insitu bearing capacity of a coarse-grained soil? Prov
Posted: Wed May 04, 2022 9:26 am
Which one of the below is more appropriate method for determining insitu bearing capacity of a coarse-grained soil? Provide justification for the method that you recommend. Also, suggest limitations of the method. (i) Terzaghi bearing capacity equation. (ii) General bearing capacity theory proposed by Meyerhof (iii) Plate Load Test (PLT) (iv) Vane Shear Test (VST) (v) Standard Penetration Test (SPT) (vi) Cone Penetration Test (CPT)