RU2013148755A - METHOD FOR DETERMINING THE GRAVITATIONAL PRESSURE OF THE MATERIAL ENVIRONMENT IN ARRAY AND ITS NATURAL DENSITY - Google Patents

METHOD FOR DETERMINING THE GRAVITATIONAL PRESSURE OF THE MATERIAL ENVIRONMENT IN ARRAY AND ITS NATURAL DENSITY Download PDF

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RU2013148755A
RU2013148755A RU2013148755/28A RU2013148755A RU2013148755A RU 2013148755 A RU2013148755 A RU 2013148755A RU 2013148755/28 A RU2013148755/28 A RU 2013148755/28A RU 2013148755 A RU2013148755 A RU 2013148755A RU 2013148755 A RU2013148755 A RU 2013148755A
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medium
array
density
pressure
gravitational
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RU2013148755/28A
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RU2549533C1 (en
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Евгений Николаевич Хрусталёв
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Евгений Николаевич Хрусталёв
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Abstract

Способ определения гравитационного давления материальной среды в массиве и ее природной плотности, заключающийся в том, что на заданной глубине h (см) массива материальной среды полевыми методами инженерных изысканий определяют угол φвнутреннего трения и удельное сцепление cсреды ненарушенной структуры в условиях гравитационного (бытового) давления p, отличающийся тем, что величину гравитационного давления в массиве упругосвязнопластичной грунтовой среды определяют по зависимости, а плотность грунтовой среды рассчитывают какпри удельном весе, где g - ускорение свободного падения тела в условиях гравитации (см/с), а величину гравитационного давления в массиве упругоэластичной анизотропной торфяной среды определяют по зависимости, а плотность торфяной среды рассчитывают какпри удельном весе.The method of determining the gravitational pressure of the material medium in the massif and its natural density, which consists in the fact that at a given depth h (cm) of the massif of the material medium, the angle of internal friction and specific adhesion of the environment of the undisturbed structure under gravitational (household) pressure p are determined by field methods of engineering surveys , characterized in that the value of the gravitational pressure in the array of elastically connected plastic soil medium is determined by the dependence, and the density of the soil medium is calculated as weight, where g is the acceleration of gravity of the body under gravity (cm / s), and the value of the gravitational pressure in an array of anelastically elastic anisotropic peat medium is determined by the dependence, and the density of the peat medium is calculated as a specific gravity.

Claims (1)

Способ определения гравитационного давления материальной среды в массиве и ее природной плотности, заключающийся в том, что на заданной глубине h (см) массива материальной среды полевыми методами инженерных изысканий определяют угол φстр внутреннего трения и удельное сцепление cстр среды ненарушенной структуры в условиях гравитационного (бытового) давления pб, отличающийся тем, что величину гравитационного давления в массиве упругосвязнопластичной грунтовой среды определяют по зависимости
Figure 00000001
, а плотность грунтовой среды рассчитывают как
Figure 00000002
при удельном весе
Figure 00000003
, где g - ускорение свободного падения тела в условиях гравитации (см/с), а величину гравитационного давления в массиве упругоэластичной анизотропной торфяной среды определяют по зависимости
Figure 00000004
, а плотность торфяной среды рассчитывают как
Figure 00000005
при удельном весе
Figure 00000006
. A method for determining gravitational material fluid pressure in the array and its natural density, consisting in that at a predetermined depth h (cm) of the array material medium field methods of engineering studies determined angle φ p internal friction and specific cohesion c p undisturbed environment under gravity ( household) pressure p b , characterized in that the value of the gravitational pressure in the array of elastically-connected-plastic soil medium is determined by the dependence
Figure 00000001
and the density of the soil medium is calculated as
Figure 00000002
with specific gravity
Figure 00000003
, where g is the acceleration of gravity of the body under gravity (cm / s), and the value of the gravitational pressure in an array of an elastically elastic anisotropic peat medium is determined by the dependence
Figure 00000004
and the density of the peat medium is calculated as
Figure 00000005
with specific gravity
Figure 00000006
.
RU2013148755/28A 2013-10-31 2013-10-31 Method to determine gravity pressure of material medium in massif and its natural density RU2549533C1 (en)

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