Ade Setiawan, 0915011097 (2015) PENGARUH KUAT TEKAN DAN KUAT GESER PADA SAMPEL DRY SIDE OF OPTIMUM (KERING OPTIMUM) DAN WET SIDE OF OPTIMUM (BASAH OPTIMUM) TANAH ORGANIK. Fakultas Teknik, Universitas Lampung.
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Abstrak
Abstrak Bahasa Indonesia Tanah organik menimbulkan banyak kendala bagi konstruksi yang akan dibangun di atasnya, pada umumnya diakibatkan oleh sifat-sifat fisik tanah organik yang mempunyai kandungan air yang sangat tinggi dan daya dukung rendah, sehingga tanah organik mempunyai sifat kurang menguntungkan bagi konstruksi bangunan sipil. Hal ini, perlu diadakan penelitian terhadap kuat tekan dan kuat geser. Penelitian ini dilakukan di laboratorium dengan cara membuat sampel dari hasil pemadatan standar, kemudian sampel dilakukan dalam keadaan kondisi Optimum, Dry Side Of Optimum dan Wet Side Of Optimum. Pada proses Dry Side Of Optimum sampel diberi pengurangan 10% dari kadar air optimum, sedangkan pada Wet Side Of Optimum diberi penambahan 10% dari kadar air optimum, kemudian sampel dilakukan perendaman selama 4 hari setelah pengujian pemadatan standar. Hasil pengujian kuat tekan dan kuat geser menunjukkan perilaku tanah dalam keadaan sampel kondisi Optimum lebih baik dari sampel kondisi Dry Side Of Optimum dan Wet Side Of Optimum. Hal ini disebabkan pada pori-pori tanah kondisi Optimum mengalami kestabilan dan pengembangan tanah pun sangat minimum terjadi. Uji kuat tekan dan kuat geser ini mengukur seberapa kuat tanah menerima kuat tekan dan kuat geser yang diberikan sampai tanah tersebut terpisah dari butiran-butirannya. Abstract Inggris Organic soils causing many problems for the construction to be built on it, is generally caused by the physical properties of organic soils that have a very high water content and low carrying capacity, so that organic soils have less favorable properties for the construction of civil buildings. In this case, there should be a study of compressive strength and shear strength. This research was conducted in the laboratory by making a sample of the results of a standard compaction, then the sample is done in Optimum condition Dry side of optimum and Wet side of optimum. On the Dry Side Of Optimum process, sample was given a reduction of 10% of the optimum water content, while the Wet Side Of Optimum given the addition of 10% of the optimum water content, then the sample is done soaking for 4 days after compaction testing standards. The test results of compressive strength and shear strength shows a sample of soil behavior in an Optimum conditions better than the sample in Dry Side Of Optimum conditions and Wet Side Of Optimum. This is due to the pores of the soil Optimum conditions experienced stability and development of the soil is very minimum to occurs. Compressive strength and shear strength test is to measure how strong soil receiving compressive strength and shear strength given to the soil separated from the grains.
| Tipe Karya Ilmiah: | Skripsi |
|---|---|
| Subyek: | A General Works = Karya Karya Umum Teknologi > Mesin (General). Mesin Sipil (General) Teknologi > Mesin (General). Mesin Sipil (General) Mesin (General). Mesin Sipil (General) |
| Program Studi: | Fakultas Teknik > Prodi S1-Teknik Sipil |
| Depositing User: | 4593291 . Digilib |
| Date Deposited: | 23 Apr 2015 04:38 |
| Last Modified: | 23 Apr 2015 04:38 |
| URI: | http://digilib.unila.ac.id/id/eprint/8776 |
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