Model studies on circular footing supported on geocell reinforced sand underlain by soft clay

Dash, Sujit Kumar; Sireesh, S.; Sitharam, T. G.

doi:10.1016/s0266-1144(03)00017-7

Cited by 254 publications

(86 citation statements)

References 12 publications

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“…19 Correlations of the Eq. (8) and Biswas et al [27] The second comparison was done with the results of Dash et al [28]. In that article, they have studied effectiveness of geocell reinforcement placed in the granular fill overlying soft clay beds by small-scale model tests in the laboratory.…”

Section: Verification Of Eq (8) By Comparing With Literaturementioning

confidence: 99%

A Modern Approach to Estimate the Bearing Capacity of Layered Soil

Misir

Laman

2016

Period. Polytech. Civil Eng.

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Section: Verification Of Eq (8) By Comparing With Literaturementioning

confidence: 99%

A Modern Approach to Estimate the Bearing Capacity of Layered Soil

Misir

Laman

2016

Period. Polytech. Civil Eng.

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“…Kil numuneler, kasa içerisine, sabit kalınlıkta tabakalar halinde yerleştirilmiştir. Zemin kalıba boşaltıldıktan sonra, özel olarak hazırlanmış tokmak ile, sabit standart bir enerji altında sıkıştırılmıştır [5]. Kullanılan tokmak 2 kg ağırlıkta olup, düşme yüksekliği 20 cm tutulmuştur.…”

Section: şEkilunclassified

Tabakalı Zeminlere Oturan Dairesel Temellerin Deney ve Analitik Yöntemle İrdelenmesi

Misir¹,

Laman²

2015

Çukurova Üniversitesi Mühendislik-Mimarlık Fakültesi Dergisi

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ÖzetBu çalışmada, yoğrulmuş kil zeminler üzerine inşa edilen granüler dolgu tabakasına oturan dairesel temellerin yük taşıma kapasiteleri, 6 ve 9 cm çaplı temeller için, laboratuvar model deneyleri ile incelenmiştir. Deneyler sonucunda yük-oturma eğrileri çizilerek, dairesel temellerin taşıma gücü ve oturma davranışları incelenmiştir. İki farklı temel çapı için karşılaştırma yapıldığında, ölçek etkisinin bulunmadığı görülmüştür. Deneysel veriler literatürde sunulan analitik bir bağıntı ile karşılaştırılarak, uyum içerisinde olduğu görülmüştür. Anahtar Kelimeler: Dairesel temel, Tabakalı zemin, Model deney, Taşıma kapasitesi Investigation of the Circular Footings Resting on a Layered Soils by Experimental and Analytical Methods AbstractIn this study, bearing capacity of the circular footings rested on a granular fill layer that was constructed on a remolded clay soil were examined by using the laboratory model tests for the footings diameters of 6 and 9 cm. At the end of the tests, the bearing capacity and the settlement behaviours of the footing were evaluated from load settlement curves. The scale effect was checked and it is concluded that there is not any scale effect by the comparison of the results of the two different footing diameters. Experimental results were compared with the results of analytical method and the consistency was obtained.

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“…Ces techniques constituent des avantages inestimables et permettent de résoudre les problèmes liés à l'instabilité ainsi qu'aux différents désordres rencontrés dans le domaine de génie civil car elles permettent d'une part d'améliorer les caractéristiques de l'ouvrage et d'autre part elles de préserver l'aspect esthétique et cela avec un coût réduit [1,2]. Ce processus a suscité l'intérêt de différents chercheurs qui ont étudiés la performance de ce procédé vis-à-vis la portance des fondations renforcée par ces matériaux [3][4][5][6] ou même pour le renforcement des pentes [7,8]. Après leurs applications avec succès sur le terrain, ces produits ont vite immergés le domaine de génie civil notamment le domaine de la géotechnique car ils ont pu satisfaire aux différents recommandations exigés dans les divers projets.…”

Section: Introductionunclassified

Soil reinforcement with geosynthetics

Bessaim

Missoum

et al. 2018

MATEC Web Conf.

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Abstract. The proportionality of existence of land with good bearing to erect any building or building is very small, to remedy this deficiency it is necessary to resort to techniques of reinforcement of the soils which can constitute a very important development. Among these methods of remediation, there is reinforcement by the geosynthetics which constitute an effective solution to these constraints. This process tends to stabilize the soil in question with increased load bearing capacity in civil engineering and geotechnical works such as embankments, slopes, embankments and hydraulic structures, with an inestimable gain in time, economy and durability while preserving the natural and environmental aspect.

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Model studies on circular footing supported on geocell reinforced sand underlain by soft clay

Cited by 254 publications

References 12 publications

A Modern Approach to Estimate the Bearing Capacity of Layered Soil

A Modern Approach to Estimate the Bearing Capacity of Layered Soil

Tabakalı Zeminlere Oturan Dairesel Temellerin Deney ve Analitik Yöntemle İrdelenmesi

Soil reinforcement with geosynthetics

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