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Abstrak :
This thesis presented a numerical study of the improvement of soft soil using columnar inclusions. Review of analytical studies has been concentrated to British Standard BS8006, modified Terzaghi theory, and arching theory. Numerical model in this study is using FLAC3D code to generate 3D model. The materials properties uses in this model refer to typical values. Some of important design variables have been considered in our parametric study. The most efficient platform thickness is lm for loading 30kPa or more, in point of view to minimize the proportion stress on soft soil or to maximize ratio of load transferred to columns. Optimal area ratio A, is in range from 5% to 10% its depends on the considered parameters, but 10% is acceptable for most parameters. Study of stress distribution on column indicates that the negative friction will act on top part of column in any level of loading. Due to the mechanism of stress distribution, inclusion system could settle as a group. The maximum of stress reduction ratio Sr and stress concentration ratio Er is obtained for the same value as Terzaghi analysis.

Abstrak :
ABSTRAK
Isu terbesar di abad ini adalah tentang berubahan iklim dan pemanasan global. Efek dari perubahan iklim adalah perubahan dari musim yang biasanya menjadi tidak terprediksi dengan baik di dunia, diamana bias terjadi kondisi ekstrim seperti hujan yang sangat lebat maupun kekeringan yang panjang, kondisi ini sangat berpengaruh terhadap muka air tanah. Untuk mendapatkan dan mngetahui secara baik fase secara fisika dari nilai kohesi dari tanah dan kestabilan terhadap lereng akibat dari infiltrasi air dan naiknya muka air tanah maka dibuatlah model untuk mendapatkan nilai kemanan berdasarkan variasi nilai kohesi dan kemiringan menggunakan model numeric Flac 3D. Dan hasil digambarkan dalam fariasi angka keamaan berdasarkan total kohesi dan variasi kemiringan dalam kondisi tidak jenuh.

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Abstract
Recently, one of the biggest challenges in this century is climate change and global warming. The climate change effect has changed that condition from the regular season to be unpredictable season on the word, where the more extreme conditions such as heavy rain falls and droughts. So To find out and well understanding the physical phases of value of cohesion of soil and slope stability due to water infiltration and rising water table we make the several models to fine FoS due to variation of cohesion and variation of inclination by using software Flac3d. And the result illustrated some of FoS in variation of total cohesion and variation of inclination angle for unsaturated condition.