Effect of Rate-Dependent Soil Strength on Cylinders Penetrating Into Soft Clay

• Published in: IEEE journal of oceanic engineering Vol. 32; no. 1; pp. 49 - 56
• Main Authors: Aubeny, C.P., Han Shi
• Format: Journal Article
• Language: English
• Published: New York IEEE 01.01.2007; The Institute of Electrical and Electronics Engineers, Inc. (IEEE)
• Subjects: Capacitive sensors; Computer simulation; Cylinders; Equations; Finite element (FE) analysis; Finite element methods; impact penetration; Laboratories; Marine; Mathematical models; Motion estimation; Penetration; Penetration depth; plasticity theory; Predictive models; Sea beds; Sea floor; Shearing; Soil; Soil (material); Strain rate; strain-rate effects; Studies; Testing; undrained shear strength
• ISSN: 0364-9059; 1558-1691
• DOI: 10.1109/JOE.2007.890944

This paper presents a predictive model for undrained penetration of cylinders into soft seafloor soils. The penetration depth will depend on the velocity of the cylinder as it touches down at the seafloor, and the net deceleration of the cylinder as it is acted on by forces of self-weight, soil buoyancy, and soil-shearing resistance. The soil-shearing resistance force increases as a function of penetration depth and, due to the dependence of undrained shear strength on strain rate, penetration velocity. This paper presents finite element (FE) simulations that quantify both effects and form the basis of a simplified soil-resisting force model. Strain-rate effects are modeled within a framework of rate-dependent plasticity, with shearing resistance increasing semilogarithmically with increasing strain rate above a certain threshold strain rate. With all forces acting on the cylinder, estimated penetration depths are predicted from simple equations of motion for a single particle. Comparisons to laboratory tests involving penetration of cylinders into soft reconstituted marine clay show reasonable agreement between model predictions and measurements.