Effect of Field Drainage on Seismic Pore Pressure Buildup and Kσ under High Overburden Pressure

This paper studies the effect of a high effective overburden pressure [sigma'(v0) = similar to 600 kPa (6 atm)] under two drainage conditions on the field liquefaction behavior of saturated Ottawa sand. A series of eight centrifuge experiments with relative densities D-r = 45% and 80% and base shaking are considered that include a 5-m saturated sand layer under a pressure of either sigma'(v0) = similar to 100 kPa (1 atm) or similar to 600 kPa (6 atm). Four of the tests had single drainage at the top of the layer (SD), whereas the other four tests had double drainage (DD) at top and bottom. The four SD test results had been reported before, whereas the four DD tests are new. A novel centrifuge technique was developed to achieve the double-drainage boundary condition of two pervious boundaries at the top and bottom of the sand layer, using a geocomposite at the bottom. Measured responses are compared at the same sigma'(v0) between SD and DD tests having the same input acceleration, as well as between SD and DD tests where the shaking induced a similar maximum excess pore pressure ratio (r(u))max approximate to 0.8. These comparisons include acceleration time histories, excess pore pressure time histories and profiles during and after shaking, and stress ratio and shear strain time histories. Comparisons between corresponding tests at similar to 100 and similar to 600 kPa (1 and 6 atm) revealed significantly more partial drainage at similar to 600 kPa (6 atm) than at similar to 100 kPa (1 atm), with even more significant variation in excess pore pressures in the DD than in the SD tests. Best estimates of field overburden pressure correction factors at -600 kPa (6 atm), K-sigma were obtained, were obtained from the centrifuge results with two independent methods for a failure criterion of (r(u))(max) = 0.8. Those K-sigma = 1.2-1.3 > 1.0 for both SD and DD drainage conditions due to the significantly lower compressibility of the sand at similar to 600 kPa (6 atm). The results further emphasize the important role partial drainage may play in the field during shaking at high sigma'(v0) on the excess pore pressures and values of K-sigma. (C) 2021 American Society of Civil Engineers.