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Today, to calculate secondary settlement for vertical total stress by theanalytic formula, we often use the formula of Raymond and Wahls (1976) Thisformula does not reflect that the secondary settlement for vertical totalstress depends on the magnitude of the vertical total stress which impactsinkage in soft soil, and changes with depth and preconsolidation pressure. Asa result, soft soil creep, resulted from the soft soil's vertical total stress,under road and highway at different depths will be different. The problems weresolved in this article.

New Study Results the Secondary Settlement for Vertical Total Stress on Highway Construction built on Soft Ground in the Mekong Delta