METHOD TO DETERMINE GRAVITY PRESSURE OF MATERIAL MEDIUM IN MASSIF AND ITS NATURAL DENSITY Russian patent published in 2015 - IPC E02D1/02 

Abstract RU 2549533 C1

FIELD: measurement equipment.

SUBSTANCE: invention relates to the field of "Physics of material contact interaction" and serves to determine gravity (compression) pressure in a massif of material medium of certain density. The method to determine gravity pressure of material medium in a massif and its natural density consists in the fact that at the specified depth h (cm) of the material medium massif using field methods of engineering survey, they determine the angle φsrt of the inner friction and specific adhesion csrt of the medium of integral structure under conditions of gravity (compression) pressure pc. At the same time the value of gravity pressure in the massif of elastic cohesive plastic soil medium is determined according to dependence p c G = c G s t r cos φ G s t r ( 1 sin φ G s t r ) / ( 1 + sin 2 φ G s t r ) , and density of soil medium is calculated as ρ G s t r = c G s t r sin φ G s t r g h ( 1 sin φ G s t r 1 + sin 2 φ G s t r ) at specific weight γ G s t r = c G s t r sin φ G s t r h ( 1 sin φ G s t r 1 + sin 2 φ G s t r ) , where g - acceleration of free fall of a body under gravity conditions (cm/s). Then the value of gravity pressure in the massif of elastic resilient anisotropic peat medium is determined using dependence p c P = c P s t r 1 t g φ P s t r , and density of peat medium is calculated as ρ P s t r = c P s t r g h ( 1 t g φ P s t r ) at specific weight γ P s t r = c P s t r h ( 1 t g φ P s t r ) = p c P / h .

EFFECT: possibility to determine the value of gravity (compression) pressure in a massif of material medium by data of its strength parameters φstr and cstr in integral condition, and also value of specific weight γstr and density ρstr of medium under conditions of gravity of Earth surface.

2 dwg

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RU 2 549 533 C1

Authors

Khrustalev Evgenij Nikolaevich

Dates

2015-04-27Published

2013-10-31Filed