Failure envelope of artificially cemented sand

被引：22

作者：

Consoli, N. C. ^{[1
]}

Caberlon Cruz, R.

Consoli, B. S.

Maghous, S. ^{[1
]}

机构：

[1] Univ Fed Rio Grande do Sul, Dept Civil Engn, BR-90046900 Porto Alegre, RS, Brazil

来源：

GEOTECHNIQUE | 2012年 / 62卷 / 06期

关键词：

failure; ground improvement; laboratory tests; reinforced soils; sands; shear strength; soil stabilisation; STRENGTH; PARAMETERS;

D O I：

10.1680/geot.11.P.037

中图分类号：

P5 [地质学];

学科分类号：

0709 ; 081803 ;

摘要：

The present research aims to quantify the influence of the amount of cement, the porosity and the porosity/cement ratio in the assessment of tensile strength and triaxial strength of an artificially cemented sand, as well as in the development of a failure criterion to represent the non-linear failure envelopes of the studied sand-cement mixtures.

引用

页码：543 / 547

页数：5

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Silva, S. R. ;

Cruz, R. C. ;

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GEOTECHNIQUE, 2012, 62 (02) :177-183

[6] Yielding-compressibility-strength relationship for an artificially cemented soil cured under stress [J].

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Rotta, GV ;

Prietto, PDM .

GEOTECHNIQUE, 2006, 56 (01) :69-72

[7] Key parameters for strength control of artificially cemented soils [J].

Consoli, Nilo Cesar ;

Foppa, Diego ;

Festugato, Lucas ;

Heineck, Karla Salvagni .

JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 2007, 133 (02) :197-205

[8] Parameters Controlling Tensile and Compressive Strength of Artificially Cemented Sand [J].

Consoli, Nilo Cesar ;

Cruz, Rodrigo Caberlon ;

Floss, Marcio Felipe ;

Festugato, Lucas .

JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 2010, 136 (05) :759-763

[9]

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[10]

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