Formation of Bentonite Filter Cake over Crystalline Metamorphic Rocks by Means of a Pressure Chamber: A Laboratory Study

Author:

Bulathsinhala Ayodya Udara Veediya Bandara1,Puswewala Udeni Gnanapriya Anuruddha2

Affiliation:

1. Division of Civil Engineering Technology, Institute of Technology University of Moratuwa, Diyagama Ln., Homagama, 10200, Sri Lanka (Corresponding author), e-mail: udaran22@gmail.com, https://orcid.org/0000-0002-8459-2773

2. Department of Civil Engineering, University of Moratuwa, Bandaranayake Ave., Moratuwa 10400, Sri Lanka, https://orcid.org/0000-0002-1611-1210

Publisher

ASTM International

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science

Reference31 articles.

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).

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