The
basic physical properties of marine sediments are analyzed
by in situ sampling of marine sediments in the Shenhu area of the
South China Sea. Marine sediment samples containing hydrates were
prepared, and triaxial mechanical experiments were carried out under
different conditions to analyze the evolution characteristics of the
stress, strain, and porosity of the samples during loading. The results
show that the marine sediment is characterized by weak cementation
and a high mud content. The main components of the marine sediment
are quartz, clay minerals, and calcite. The stress–strain curves
of HBS samples show nonlinear deformation characteristics of weak
elasticity and strong plasticity. Under the conditions of a low initial
pore ratio, low effective confining pressure, and high hydrate saturation,
strain softening and volume dilatancy characteristics are evident
in the late loading stage. When the pores are filled with hydrate,
the loading process is accompanied by fragmentation and detachment
of hydrate crystals, resulting in a higher hydrate saturation, more
severe shear dilatancy and strain softening of the sample, and more
difficulty reaching the critical state of the sediment. With increasing
effective confining pressure and hydrate saturation, the initial tangential
modulus of the HBS samples shows a linear increase and the peak strength
of the HBS sample increases nonlinearly. With increasing hydrate saturation,
the cohesion values of the samples show a linear increase and the
internal friction angles show an exponential increase. With the increase
in the average normal stress, the critical differential stress shows
a nearly linear increase and the critical void ratio shows a nearly
linear decrease.