Add to ORKGParkin (1978) suggested the velocity method based on the observation that the theoretical rate of consolidation and time factor plot on a log-log scale yields an initial slope of 1:2 up to 50% consolidation. A new method is proposed that is an improvement over Parkin's velocity method because it minimizes the problems encountered in using that method. The results obtained agree with the other methods in use
The determination of consolidation characteristics forms an important aspect in the design of founda...
Terzaghi's theoretical time factor, degree of consolidation relationship when plotted as U versus T/...
The time factor-degree of consolidation relation from the Terzaghi theory is assumed as a rectangula...
The time factor, T, and the degree of consolidation, U, from Terzaghi's theory of consolidation can ...
The main objective of this paper is to review the state-of-the-art for determining coefficient of co...
The main objective of this paper is to review the state-of-the-art for determining coefficient of co...
From the Terzaghi's theory of consolidation, it can be shown that the T/U versus T relation is a rec...
From the Terzaghi's theory of consolidation, it can be shown that the T/U versus T relation is a rec...
The standard curve-fitting methods, Casagrande's log t method and Taylor's root t method, for the de...
The standard curve-fitting methods, Casagrande's log t method and Taylor's root t method, for the de...
The behaviour of saturated soils undergoing consolidation is very complex, It may not follow Terzagh...
The coefficient of consolidation is a parameter, governing the rate at which saturated clay undergoe...
The time factor T and the degree of consolidation U relationship from Terzaghi's theory can be shown...
The time factor T and the degree of consolidation U relationship from Terzaghi's theory can be shown...
The determination of consolidation characteristics forms an important aspect in the design of founda...
The determination of consolidation characteristics forms an important aspect in the design of founda...
Terzaghi's theoretical time factor, degree of consolidation relationship when plotted as U versus T/...
The time factor-degree of consolidation relation from the Terzaghi theory is assumed as a rectangula...
The time factor, T, and the degree of consolidation, U, from Terzaghi's theory of consolidation can ...
The main objective of this paper is to review the state-of-the-art for determining coefficient of co...
The main objective of this paper is to review the state-of-the-art for determining coefficient of co...
From the Terzaghi's theory of consolidation, it can be shown that the T/U versus T relation is a rec...
From the Terzaghi's theory of consolidation, it can be shown that the T/U versus T relation is a rec...
The standard curve-fitting methods, Casagrande's log t method and Taylor's root t method, for the de...
The standard curve-fitting methods, Casagrande's log t method and Taylor's root t method, for the de...
The behaviour of saturated soils undergoing consolidation is very complex, It may not follow Terzagh...
The coefficient of consolidation is a parameter, governing the rate at which saturated clay undergoe...
The time factor T and the degree of consolidation U relationship from Terzaghi's theory can be shown...
The time factor T and the degree of consolidation U relationship from Terzaghi's theory can be shown...
The determination of consolidation characteristics forms an important aspect in the design of founda...
The determination of consolidation characteristics forms an important aspect in the design of founda...
Terzaghi's theoretical time factor, degree of consolidation relationship when plotted as U versus T/...
The time factor-degree of consolidation relation from the Terzaghi theory is assumed as a rectangula...