“confining pressure”可以造什么句，confining pressure造句

Unloading strength properties of rocks under high confining pressure and hydraulic pressure

Experimental study on the dynamic biaxial compressive properties of concrete under constant confining pressure

Dynamic mechanical properties of concrete materials subjected to passive confining pressure produced by a steel sleeve

The test results show that the relative breakage is correlative to the particle strength and confining pressure.

When DTH drilling in high confining pressure, its border condition has changed. So new software need to be developed.

Research on the effect of the influence of confining pressure on EME during the deformation and fracture of coal or rock mono-axial compressed

Study shows that there is normalization characteristic about the stress-strain curves of mediate-dense sands in the range of routine confining pressure.

Regional metamorphism is a type of rock alteration that is a really extensive and occurs under the conditions of great confining pressures and heat accompanying deep burial and mountain building. Therefore, it is also called dynamothermal metamorphism.

Unloading deformation failure and energy properties of marble under high confining pressure and high water pressure

The number on the curves are the values of the confining pressure in atmosphere.

The effect of unloading confining pressure on cohesion is more obvious than that of angle of internal friction.

The dynamical stress produced by superposition or interference of reflected stress wave makes confining pressure reduce and change at low values.

The simulated results show that there are four kinds of breaking patterns of rock which are related to the confining pressures and cutter spacings under the action of TBM cutters.

Influence of weak interbedding on stability and safety of underground in different confining pressure environment

The calculation result is safer by considering the improvement of rock rigidity under confining pressure, but the improvement can not make up the loss of rock rigidity caused by immersion.

The influence of crack angle and confining pressure condition on the additional lateral deformation of rock was discussed.

To solve this problem we developed a high negative pressure and confining pressure-free perforating process.