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Jong, Tomy, author

The transportation or railway system constructors usually, wherever possible, build the transportation system on the ground surface and avoid the necessity of underground tunnelling. However, this is not always possible. In many locations, such as mountainous area, hilly area or urban area, the underground tunnelling have to be built. The...

Depok: Fakultas Teknik Universitas Indonesia, 2002

T3356

UI - Tesis Membership  Universitas Indonesia Library

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Purwaningsih Santosa, author

ABSTRACT
The development and extension of large cities creates a need of multiple shallow tunnels in the soft ground of built areas. Excavating a tunnel generates ground displacements and deformations which can affect existing buildings and services in urban sites and can lead to unacceptable damages. Prediction of the ground settlement...

1996

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Rinda Karlinasari, author

The bearing capacity of footings on level ground can be predicted by different calculation methods, using the results of laboratory or in situ tests. In the other side the effects of proximity to a slope are poorly understood. This study was performed as a research on the bearing capacity of foundation...

1995

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Erri Hendriawan, author

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...

Depok: Fakultas Teknik Universitas Indonesia, 2005

T16075

UI - Tesis Membership  Universitas Indonesia Library

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Ardie Purwodihardjo, author

ABSTRACT
Nowadays, the ways, how to solve the mass transportation problem in the big city become the major problem for the government. Some difficulties come when the mass transportation facilities can't be build at the ground surface because many buildings and services will be disturbed. For avoiding that, the mass transportation...

1999

T-Pdf

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Lilies Widojoko, author

ABSTRACT
The finite element method has been applied to the study the behavior of vertically loaded single micro pile, the nine piles in a close group, the three piles in a row group in a homogeneous non linearly behavior medium, that is cohesion less soil.

Bidimensional and axis metric...