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Development of K0 in Soft Kaolin Soils by Lewis wong is a document available to read on EtoBox.
The paper investigates the development of the coefficient of lateral earth pressure at rest (K,) in soft kaolin during one-dimensional consolidation up to 150 kPa. Experimental results indicate that K, varies linearly with void ratio and may be influenced by effective stress levels, suggesting traditional correlations with friction angle may apply at low stress. The study utilizes a controlled gradient consolidation test and flush diaphragm transducers for accurate measurements of stresses and pore pressure
- Author
- Lewis wong
- Language
- EN