This paper intends to study the influence of the shearing rate on the undrained monotonic
behavior of marine clay under different over-consolidation ratios and the effect of sample …

This paper investigates the results obtained from a series of K 0-consolidated undrained
triaxial tests, which were carried out on marine clay specimens under different stress …

Overconsolidated (OC) clay soil is widely distributed in landslide slopes. This soil is often
fissured, jointed, contains slickensides, and is prone to sliding. Thus, the shear strength …

The strength of saturated clays subjected to low‐frequency cyclic loading is of considerable
importance in the design of offshore structures. A series of postcyclic undrained triaxial …

The over consolidated clay is widely distributed in the seabed. Monotonic simple shear tests
on K 0 consolidated clays with an over consolidation ratio (OCR) of 1∼ 14 were conducted …

Unconsolidated-undrained (UU) triaxial compression tests were performed on low-plasticity
clay specimens compacted to the same void ratio but different initial degrees of saturation to …

The paper summarizes the results from undrained triaxial compression tests on Merville
clay, a highly over-consolidated clay at Merville in the north of France. The specimens were …

The paper describes results from 25 K o consolidated-undrained triaxial compression tests
on resedimented Boston blue clay using a computer-automated triaxial apparatus with …

Isotropically consolidated undrained triaxial compression shear tests were performed on
three reconstituted clays to investigate the effects of initial water contents on the pore …

Post-cyclic undrained shear strength is primarily controlled by the cyclic loading parameters
and loading conditions. In the present paper, series of undrained constant strain cyclic …