DETERMINATION OF THE FRICTION ANGLE OF SOILS IN TRIAXIAL-COMPRESSION APPARATUS AND SHEAR DEVICES.

被引：0

作者：

Kryzhanovskii, A.L. ^{[1
]}

Vil'gel'm, Yu.S. ^{[1
]}

Medvedev, S.V. ^{[1
]}

机构：

[1] Moscow V. V. Kuybyshev, Civil-Engineerring Inst, Moscow,, USSR, Moscow V. V. Kuybyshev Civil-Engineerring Inst, Moscow, USSR

来源：

Soil Mechanics and Foundation Engineering | 1985年 / 22卷 / 03期

关键词：

MATERIALS TESTING - Compression Tests - SAND AND GRAVEL - Testing - SOILS - Shear Strength;

D O I：

暂无

中图分类号：

学科分类号：

摘要：

Modern methods of experimental determination of the angle of friction ** phi k of soils - a parameter of the equation of the law governing dry Coulomb friction - do not enable us to obtain a constant value for it. Meanwhile, if the law governing Coulomb dry friction is correct for describing the ultimate shear strength of a soil of the material composition under consideration, the only ** phi k value for it should be determined experimentally. The results of tests of quartz sand of medium fitness and average density ( rho n equals 1. 62-1. 65 g/cm**3 in the air-dry state, which was removed from the construction site of the Kanev pumped-storage power plant, are examined below; the results demonstrate the correctness of this position, and confirm the independence of the ** phi k value on the type of apparatus used.

引用

页码：105 / 111

共 22 条

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MATERIALS LETTERS, 2013, 98 : 128 - 130
[22] Resistance parameter determination, internal friction angle (phi) and its relationship with parameters relative density (Dr) and void ratio (e) granular soils
Gonzalez de Celis, Gioconda
De Barcia, Esmeralda
Sulbaran, Yosmar
Ucar Navarro, Robert
CIENCIA E INGENIERIA, 2014, 35 (03): : 135 - 146

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