Cohesive sediments exhibit complex rheological behaviors that are non-Newtonian and time-dependent when subjected to external loading.This paper presents the results of an investigation on the rheological properties of three types of dense cohesive sediments,collected from the mouth of the Yangtze River,the shoal of the Hangzhou Bay,and the Yangcheng Lake in China.A set of rheological parameters(including viscosity,yield stress,etc.) was studied based on experiments that were conducted with a RheolabQC rheometer.Measurements of the flow curves,shear stress-time responses,and yield stresses were made.The solid-liquid transition of the dense cohesive sediments occurred both in the shear rate ramp tests and the shear stress ramp tests.This transition was not direct,but it was mediated by a transitional deformation regime or stress plateau.Both the Herschel-Bulkley model and Carreau model were able to describe the rheological behavior of dense cohesive sediments,and the empirical expressions for calculating the parameters in these models were obtained by a dimensional and regression analysis.The yield stresses determined by the shear stress ramp test and by the vane method were compared and discussed.The influence of the water content on the rheological properties of dense cohesive sediments was considered. Cohesive sediments exhibit complex rheological behaviors that are non-Newtonian and time-dependent when subjected to external loading. This paper presents the results of an investigation on the rheological properties of three types of dense cohesive sediments, collected from the mouth of the Yangtze River, the shoal of the Hangzhou Bay, and the Yangcheng Lake in China. A set of rheological parameters (including viscosity, yield stress, etc.) was studied based on experiments that were conducted with a RheolabQC rheometer. Measurements of the flow curves, shear stress -time responses, and yield stresses were made in solid-liquid transition of the dense cohesive sediment both in the shear rate ramp tests and the shear stress ramp tests. this transition was not direct, but it was mediated by a transitional deformation regime or stress plateau. The Herschel-Bulkley model and Carreau model were able to describe the rheological behavior of dense cohesive sediments, and the empirical expressio ns for calculating the parameters in these models were obtained by a dimensional and regression analysis. The measured values ​​due to the shear stress ramp test and by the vane method were compared and discussed. influence on the water content on the rheological properties of dense cohesive sediments was considered.