1. An Investigation on Actual Soil Skin Friction Capacity of CIB Piles Case Study: Proposed Forty-Two Storied Building Project, Colombo 03;Wijayasinghe;Journal of Engineering and Technology of the Open University of Sri Lanka,2013
2. K. L. Tucker and L. C. Reese, The Effect of Bentonitic Slurry on Drilled Shafts, Final Report No. FHWA-TX-85-11+ 351-1F (Austin, TX: Center for Transportation Research, The University of Texas, 1984).
3. Field Study on the Side Resistance-Softening and Resistance-Reinforcing Effects of Large-Diameter Combined Grouting Drilled Shafts;Hu;Sustainability,2022
4. H. Scott, “The Shear Strength of the Bentonite Layer in a Pile Foundation” (PhD diss., University of Natal, 1978).
5. A. F. Williams, “The Design and Performance of Piles Socketed into Weak Rock” (PhD diss., Monash University, 1980).