Mata kuliah MEKANIKA TANAH PS Prof IrNoor Endah Msc PhD A KEKUATAN GESER from FTSP at Tenth of November Institute of Technology. Gambar Alat Mekanika Tanah - Free download as Word Doc .doc), PDF File .pdf), Text File .txt) or read online for free. Download Mekanika tanah I / I Wayan Jirna Download as Postscript. Print Mekanika tanah I / I Wayan Jirna Send to Email Mekanika tanah I / I Wayan Jirna.


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Classical Soil Mechanics—Phase I — During this period, most of the developments in the area of geotechnical engineering came from engineers and scientists in France.

In the mekanika tanah period, practically all mekanika tanah considerations used in calculating lateral earth pressure on retaining walls were based on an arbitrarily based failure surface in soil.

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In his famous paper presented inFrench scientist Charles Augustin Coulomb — used the principles of mekanika tanah for maxima and minima to determine the true position of the sliding surface in soil mekanika tanah a retaining wall. In this analysis, Coulomb used the laws of friction and cohesion for solid bodies.

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These special cases related to inclined backfills and backfills supporting surcharge. Poncelet was also the first to use the symbol f for soil mekanika tanah angle. He also provided the first ultimate bearing-capacity theory for shallow foundations.

In Alexandre Collin —an engineer, provided the details for deep slips in clay slopes, cutting, and embankments. Collin theorized that in all cases mekanika tanah failure takes place when the mobilized cohesion exceeds the existing cohesion of the soil.

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He also observed that the actual failure surfaces could be approximated as arcs of cycloids. The end of Phase I of the classical soil mechanics period is mekanika tanah marked by the year of the first publication by William John Macquorn Rankine —a professor of civil engineering at the University of Mekanika tanah.

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Mekanika tanah I / I Wayan Jirna

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