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Large-scale direct shear testing of geocell reinforced soil

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Journal of Central South University of Technology 2008年第6期15卷 895-900页

作者：汪益敏陈页开刘炜 School of Civil and Transportation Engineering South China University of Technology

The tests on the shear property of geocell reinforced soils were carried out by using large-scale direct shear equipment with shear-box-dimensions of 500 mm×500 mm×400 mm (length×width×height). Three types of specimens, silty gravel soil, geocell reinforced silty gravel soil and geocell reinforced cement stabilizing silty gravel soil were used to investigate the shear stress-displacement behavior, the shear strength and the strengthening mechanism of geocell reinforced soils. The comparisons of large-scale shear test with triaxial compression test for the same type of soil were conducted to evaluate the influences of testing method on the shear strength as well. The test results show that the unreinforced soil and geocell reinforced soil give similar nonlinear features on the behavior of shear stress and displacement. The geocell reinforced cement stabilizing soil has a quasi-elastic characteristic in the case of normal stress coming up to 1.0 GPa. The tests with the reinforcement of geocell result in an increase of 244% in cohesion, and the tests with the geocell and the cement stabilization result in an increase of 10 times in cohesion compared with the unreinforced soil. The friction angle does not change markedly. The geocell reinforcement develops a large amount of cohesion on the shear strength of soils.

关键词： direct shear test geocell reinforced soil shear strength cohesion

Geotechnical and Structural Benefits of Utilizing reinforced soil in Earth Dams

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Journal of Environmental Science and Engineering 2011年第5期5卷 622-625页

作者： A.R. Mardookhpour H. Jamasbi Department of Civil and Water Engineering Islamic Azad University Branch of Lahijan Iran Department of Civil Engineering Islamic Azad University Branch of Lahijan Iran

Approximately, 75% of constructed dams in the world are earth dams. The use of an earth dam is restricted by its geometrical area, weir restriction, and the availability of sufficient amount of earth material. These restrictions can be alleviated by the use of reinforced soil. In this research study the use of geotextile to stabilize and increase the shear strength of clay soils has been investigated. The results show an increase of about 25% in shear strength and cause an enhancement of stability in sandy soil in earth dams.

关键词： Earth dams reinforced soil geotextile shear strength stabilizing.

Thermal conductivity of reinforced soils: A literature review

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维普期刊数据库

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Research in Cold and Arid Regions 2014年第4期6卷 409-414页

作者： Muge Elif Orakoglu JianKun Liu School of Civil Engineering Beijing Jiaotong University Technical Education Faculty Department of Construction Firat UniversityElazig Turkey

This paper aims a review of the literature related to soil reinforcements to achieve lower soil thermal conductivity （2）. The use of various natural and synthetic fibers, polymers, geosynthetics, agricultural waste/materials, and nanoclays is discussed and existing prediction models that have been thought to affect low thermal conductivity are presented.

关键词： reinforced soil heat flux thermal conductivity

AN FE ANALYSIS OF reinforced SUBGRADE UNDER AUTOMOBILE LOADING

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Acta Mechanica Sinica 2004年第1期20卷 89-95页

作者：闫澍旺张欣强刘润 School of Institute of Civil Engineering Tianjin UniversityTianjin 300072China

An FE analysis procedure was presented to predict the behavior of soil-geogrid interac- tion under automobile *** dynamic interactions between the transverse bars,the longitudinal ribs and the soil were simulated by a system consisting of nonlinear springs,dashpots and masses,to study the deformation properties of the reinforced *** equivalent stiffness and damping ratios could be determined with the shaking *** dynamic responses of a reinforced subgrade were analyzed with the 3D finite element *** approach is programmed and applied to analyze the soil-geogrid interaction under dynamic *** comparative analysis of the response of the reinforced subgrade and that of the subgrade without reinforcement shows that the geogrid placed at the bottom of the base layer may effectively reduce the accumulative plastic deformation due to the cyclic automobile loading.

关键词： reinforced soil soil-geogrid dynamic interaction deformation spring-dashpot-mass system

Novel experimental techniques to assess the time-dependent deformations of geosynthetics under soil confinement

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Journal of Rock Mechanics and Geotechnical Engineering 2021年第2期13卷 410-419页

作者： Carina Maia Lins Costa Jorge Gabriel Zornberg Department of Civil Engineering Federal University of Rio Grande do NorteAv.Senador Salgado Filho 3000NatalRio Grande do Norte59078-970Brazil Department of Civil Architectural and Environmental Engineering The University of Texas at Austin301 E.Dean KeetonAustinTX78712-0280USA

A new experimental approach to assess the impact of soil confinement on the long-term behavior of geosynthetics is presented in this *** experimental technique described herein includes a novel laboratory apparatus and the use of different types of tests that allow generation of experimental data suitable for evaluation of the time-dependent behavior of geosynthetics under soil *** soil-geosynthetic interaction equipment involves a rigid box capable of accommodating a cubic soil mass under plane strain conditions.A geosynthetic specimen placed horizontally at the mid-height of the soil mass is subjected to sustained vertical pressures that,in turn,induce reinforcement axial loads applied from the soil to the *** previously reported studies on geosynthetic behavior under soil confinement,the equipment was found to be particularly *** minor setup modifications,not only interaction tests but also in-isolation geosynthetic stress relaxation tests and soil-only tests under a constant strain rate can be conducted using the same ***,the time histories of the reinforcement loads and corresponding strains are generated throughout the *** from typical tests conducted using sand and a polypropylene woven geotextile are presented to illustrate the proposed experimental *** testing procedure was found to provide adequate measurements during tests,including good repeatability of test *** soilegeosynthetic interaction tests were found to lead to increasing geotextile strains with time and decreasing reinforcement tension with *** test results highlighted the importance of measuring not only the time history of displacements but also that of reinforcement loads during *** approach of using different types of tests to analyze the soilegeosynthetic interaction behavior is an innovation that provides relevant insight into the impact of soil confinement on the time-dependent deformations of geos

关键词： Geosynthetics Geotextile Creep Stress relaxation reinforced soil Long-term deformation

Effect of natural and synthetic fibers reinforcement on California bearing ratio and tensile strength of clay

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Journal of Rock Mechanics and Geotechnical Engineering 2021年第3期13卷 626-642页

作者： Mahdi Ghasemi Nezhad Alireza Tabarsa Nima Latifi Department of Civil Engineering Faculty of EngineeringGolestan UniversityGorganIran Terracon Consultants Inc.5217 Linbar Dr#309NashvilleTN37211USA

Use of environmentally friendly approaches with the purpose of strengthening soil layers along with finding correlations between the mechanical characteristics of fiber-reinforced soils such as indirect tensile strength(ITS)and California bearing ratio(CBR)and as well as the evaluation of shear strength parameters obtained from the triaxial test would be very effective at geotechnical construction *** research was aimed at investigating the influence of natural fibers as sustainable ones including basalt(BS)and bagasse(BG)as well as synthetic polyester(PET)fibers on the strength behavior of clayey *** this end,the effects of various fiber contents(0.5%,1%and 2%)and lengths(2.5 mm,5 mm and 7.5 mm)were experimentally *** conducting ITS and CBR tests,it was found that increasing fiber content and length had a significant influence on CBR and ITS ***,2%of 7.5 mm-long fibers led to the largest values of CBR and *** CBR values of soil reinforced with PET,BS,and BG fibers were determined as 19.17%,15.43%and 13.16%,*** ITS values of specimens reinforced with PET,BS,and BG fibers were reported as 48.57 kPa,60.7 kPa and 47.48 kPa,*** results of the triaxial compression test revealed that with the addition of BS fibers,the internal friction angle increased by about 100%,and with the addition of PET fibers,the cohesion increased by about 70%.Moreover,scanning electron microscope(SEM)analysis was employed to confirm the *** relationship between CBR and ITS values,obtained via statistical analysis and used for the optimum design of road pavement layers,demonstrated that these parameters had high correlation *** outcomes of multiple linear regression and sensitivity analysis also confirmed that the fiber content had a greater effect on CBR and ITS values than fiber length.

关键词： Natural fibers Synthetic fibers Indirect tensile strength(ITS) California bearing ratio(CBR) reinforced soil

Finite Element Modeling of Geotextile reinforced Embankments on Soft Clay

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Open Journal of Civil Engineering 2023年第1期13卷 48-57页

作者： Diaa W. El Hourani Ify L. Nwaogazie Godfrey Waribo TomJaja Center for Geotechnical & Coastal Engineering Research University of Port Harcourt Port Harcourt Nigeria Faculty of Engineering Rivers State University Port Harcourt Nigeria

The use of geotextiles as a reinforcement material for improving the factor of safety against slope failure in embankments built on soft clay is becoming a common practice. This work is intended to help understand the effect of the geotextile reinforcement has on such embankments and to provide a design aid for civil engineers that enables them to quickly estimate the factor of safety against slope failure. Seventy four different cases were modelled and analyzed using a finite element software, GeoStudio 2018 R2. The results showed that the optimum improvement was achieved when using a single layer of geotextile reinforcement placed at the base of the embankment, by which the factor of safety increased by up to 40%. Adding a second layer, a third layer and a fourth layer, increases the safety factor by 2.5%, 1% and 0.5% respectively. Different charts for different heights of embankments were presented to aid in finding the most suitable slope angle and number of reinforcement layers required to achieve a certain safety factor.

关键词： reinforced soil Embankments Soft soils Slope Stability