Dynamic Behavior of Soft Subgrade Soils Treated with Boron Waste

A series of laboratory tests using resonant column and dynamic torsional shear tests were conducted on kaolinite and montmorillonite clays treated with boron waste. The effect of the boron waste on the dynamic characteristics of two clays was studied considering the effects of the plasticity index....

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Main Authors: Volkan Okur, Kubra Akinci
Format: Article
Language:English
Published: Hindawi Limited 2018-01-01
Series:Advances in Materials Science and Engineering
Online Access:http://dx.doi.org/10.1155/2018/2390481
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spelling doaj-2cee4d4f08164aa28dfb73de63b748162020-11-24T20:51:42ZengHindawi LimitedAdvances in Materials Science and Engineering1687-84341687-84422018-01-01201810.1155/2018/23904812390481Dynamic Behavior of Soft Subgrade Soils Treated with Boron WasteVolkan Okur0Kubra Akinci1Eskisehir Osmangazi University, Department of Civil Engineering, Eskişehir, TurkeyEskisehir Osmangazi University, Department of Civil Engineering, Eskişehir, TurkeyA series of laboratory tests using resonant column and dynamic torsional shear tests were conducted on kaolinite and montmorillonite clays treated with boron waste. The effect of the boron waste on the dynamic characteristics of two clays was studied considering the effects of the plasticity index. Pulverized boron waste was mixed with the clay soils in different proportions. It has been seen that treatment with boron waste improved the dynamic properties of the two clays. However, increasing the amount of boron waste does not affect the dynamic characteristics of the samples in the same proportions. Increasing the amount of boron waste in the mixture increased the initial shear modulus of the montmorillonite clay up to 300% compared to untreated samples, whereas the reaction of the kaolinite clay with boron waste treatment was moderate. Degradation curves of treated and untreated soils in regard to shear strain are presented. In general treatment, success is dependent on the amount of boron waste and the clay type. The continuous increase with the amount of boron waste in the shear modulus and damping ratio is apparent on both clays.http://dx.doi.org/10.1155/2018/2390481
collection DOAJ
language English
format Article
sources DOAJ
author Volkan Okur
Kubra Akinci
spellingShingle Volkan Okur
Kubra Akinci
Dynamic Behavior of Soft Subgrade Soils Treated with Boron Waste
Advances in Materials Science and Engineering
author_facet Volkan Okur
Kubra Akinci
author_sort Volkan Okur
title Dynamic Behavior of Soft Subgrade Soils Treated with Boron Waste
title_short Dynamic Behavior of Soft Subgrade Soils Treated with Boron Waste
title_full Dynamic Behavior of Soft Subgrade Soils Treated with Boron Waste
title_fullStr Dynamic Behavior of Soft Subgrade Soils Treated with Boron Waste
title_full_unstemmed Dynamic Behavior of Soft Subgrade Soils Treated with Boron Waste
title_sort dynamic behavior of soft subgrade soils treated with boron waste
publisher Hindawi Limited
series Advances in Materials Science and Engineering
issn 1687-8434
1687-8442
publishDate 2018-01-01
description A series of laboratory tests using resonant column and dynamic torsional shear tests were conducted on kaolinite and montmorillonite clays treated with boron waste. The effect of the boron waste on the dynamic characteristics of two clays was studied considering the effects of the plasticity index. Pulverized boron waste was mixed with the clay soils in different proportions. It has been seen that treatment with boron waste improved the dynamic properties of the two clays. However, increasing the amount of boron waste does not affect the dynamic characteristics of the samples in the same proportions. Increasing the amount of boron waste in the mixture increased the initial shear modulus of the montmorillonite clay up to 300% compared to untreated samples, whereas the reaction of the kaolinite clay with boron waste treatment was moderate. Degradation curves of treated and untreated soils in regard to shear strain are presented. In general treatment, success is dependent on the amount of boron waste and the clay type. The continuous increase with the amount of boron waste in the shear modulus and damping ratio is apparent on both clays.
url http://dx.doi.org/10.1155/2018/2390481
work_keys_str_mv AT volkanokur dynamicbehaviorofsoftsubgradesoilstreatedwithboronwaste
AT kubraakinci dynamicbehaviorofsoftsubgradesoilstreatedwithboronwaste
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