Triaxial behaviour of zeolite-cemented sand

被引：18

作者：

Mola-Abasi, Hossein ^{[1
]}

Saberian, Mohammad ^{[2
]}

Semsani, Safoura Naderi ^{[3
]}

Li, Jie ^{[2
]}

Khajeh, Aghileh ^{[3
]}

机构：

[1] Gonbad Univ, Dept Civil Engn, Gonbad, Iran

[2] RMIT Univ, Sch Engn, Melbourne, Vic, Australia

[3] Inst Higher Educ Lamei Gorgani, Dept Civil Engn, Gorgan, Golestan, Iran

来源：

PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-GROUND IMPROVEMENT | 2020年 / 173卷 / 02期

关键词：

geotechnical engineering; strength & testing of materials; MECHANICAL-PROPERTIES; NATURAL ZEOLITE; STRENGTH; AGGREGATE;

D O I：

10.1680/jgrim.18.00009

中图分类号：

P5 [地质学];

学科分类号：

0709 ; 081803 ;

摘要：

In this paper, a series of consolidated undrained triaxial tests, considering four confining pressures (i.e. 50, 100, 200 and 400 kPa), have been performed to investigate the effects of zeolite on the triaxial behaviour of cemented sands. The cement was added to the sand at 4 and 8% (dry weight). Also, natural zeolite was used as an additive to the mixture, and added at 0 and 30% (optimum) by weight of cement. On the basis of the results, it was indicated that the inclusion of zeolite led to increasing the shear strength and peak axial stress. Moreover, the elastic modulus of specimens increased by increasing the cement content as well as the addition of zeolite. Finally, it has been shown that the initial stiffness and peak strength improved by increasing the cement content.

引用

页码：82 / 92

页数：11

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