Prayoga, Prayoga (2021) Analisis perbandingan perbaikan tanah menggunakan limestone dan pasir batu pada tanah lempung lunak di Tangerang. Skripsi thesis, Universitas Tarumanagara.
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Abstract
The work on a building requires a strong foundation, which is able to accept all the loads that will be given. The strength of the foundation is positioned mostly at the base, namely on the ground above the building being built. In the construction of major highways such as toll roads, the load applied to the soil is the building load as well as the vibration load and the weight of passing vehicles. This can damage the road building if it is not supported by a strong foundation. Strong soils are soils that are dense, have low plasticity, and have little settlement. However, the soils in Tangerang are clay soils that do not quite meet the criteria for land that can be used directly. Soil improvement or soil reinforcement is needed to ensure the soil to be used is strong and able to accept all the loads that will be given. Various kinds of soil improvements can be applied in the Kunciran-Cengkareng toll road project, but the most cost-effective and least costly soil improvement is the sandstone and limestone mixture soil improvement. Using the literature obtained, it will be compared which land improvement has the highest effectiveness for cases such as the construction on the Kunciran-Cengkareng Toll Road which has been completed and has started operations.
Item Type: | Thesis (Skripsi) |
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Uncontrolled Keywords: | Soil Stabilization, Limestone Mixture, Sandstone |
Subjects: | Skripsi/Tugas Akhir Skripsi/Tugas Akhir > Fakultas Teknik |
Divisions: | Fakultas Teknik > Teknik Sipil |
Depositing User: | TDI Family perpus |
Date Deposited: | 02 Sep 2021 06:16 |
Last Modified: | 02 Sep 2021 06:16 |
URI: | http://repository.untar.ac.id/id/eprint/32443 |
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