Titlebook: Geotechnical Applications; IGC 2016 Volume 4 Anirudhan I.V.,V.B. Maji Conference proceedings 2019 Springer Nature Singapore Pte Ltd. 2019 G

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Schnittgeschwindigkeit und Vorschub,he response of the circular footing, series of numerical analyses were performed on the footing by incorporating varying parameters such as the footing location from an excavation, varying density of soil and depth of excavations. In the numerical analysis, the footing and sheet pile walls were idea

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Entwickeln Konstruieren Berechnenother geotechnical fields. In this study, fly ash is used as soil stabilizer for an embankment slope. This paper discusses the shear strength parameters of the soil stabilized with fly ash. The soil has been mixed with 10, 20, 30, and 40% fly ash by dry weight for conducting modified Proctor compact

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ists of lithomargic clay, which is a product of laterization, sandwiched between the hard and porous weathered laterite crust at the top and the hard granite or granitic gneiss underneath. This lithomargic clay, locally called as ‘shedi soil’ behaves as dispersive soil and is also highly erosive. In

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Entwickeln Konstruieren Berechnendation. Seepage, if uncontrolled, can erode soil from the embankment or foundation causing progressive or rapid erosion and piping of the embankment or foundation soils. Out of the several approaches, increasing the length of the flow path by using sheet piles has proved to be effective in seepage r

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Anirudhan I.V.,V.B. MajiExplores innovative applications of geotechnical engineering.Covers hot topics such as reliability in geotechnical engineering, forensic investigations, rock engineering, shallow and deep foundations,

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Prediction of Bearing Capacity and Settlement from SPT Values Using Genetic Algorithmfriendly. In this work, a genetic algorithm approach is used for predicting bearing capacity and settlement of shallow foundations on C-soil, φ-soil and C-φ soil, separately, based on those input parameters which can be easily find out from simple experiments. The development and verification of the