ARIAWAN, BUDI and Yulindasari, Yulindasari and Dewi, Ratna (2016) PENGUJIAN MODEL PERKUATAN ANYAMAN DAN GRID BAMBU DENGAN POLA SEGI EMPAT TERHADAP DAYA DUKUNG PONDASI DANGKAL PADA TANAH GAMBUT. Undergraduate thesis, Sriwijaya University.
Text
RAMA_22201_03121001069.pdf - Accepted Version Restricted to Repository staff only Available under License Creative Commons Public Domain Dedication. Download (56MB) | Request a copy |
|
Text
RAMA_22201_03121001069_0022077907_0015067401_01_front_ref.pdf - Accepted Version Available under License Creative Commons Public Domain Dedication. Download (9MB) |
|
Text
RAMA_22201_03121001069_0022077907_0015067401_02.pdf - Accepted Version Restricted to Repository staff only Available under License Creative Commons Public Domain Dedication. Download (15MB) | Request a copy |
|
Text
RAMA_22201_03121001069_0022077907_0015067401_03.pdf - Accepted Version Restricted to Repository staff only Available under License Creative Commons Public Domain Dedication. Download (5MB) | Request a copy |
|
Text
RAMA_22201_03121001069_0022077907_0015067401_04.pdf - Accepted Version Restricted to Repository staff only Available under License Creative Commons Public Domain Dedication. Download (8MB) | Request a copy |
|
Text
RAMA_22201_03121001069_0022077907_0015067401_05.pdf - Accepted Version Restricted to Repository staff only Available under License Creative Commons Public Domain Dedication. Download (382kB) | Request a copy |
|
Text
RAMA_22201_03121001069_0022077907_0015067401_06_ref.pdf - Bibliography Restricted to Repository staff only Available under License Creative Commons Public Domain Dedication. Download (855kB) | Request a copy |
|
Text
RAMA_22201_03121001069_0022077907_0015067401_07_lamp.pdf - Accepted Version Restricted to Repository staff only Available under License Creative Commons Public Domain Dedication. Download (18MB) | Request a copy |
Abstract
Peat soil is not a good soil because belonged to soft ground group which has major problems, namely low ground bearing capacity. Phase improvements soil which were done physically serves to increase the bearing capacity on peat soil by adding reinforcement material. Bamboo material used as rcinforcement in this study that aims to identify the measure of bearing capacity and a decrease in shallow foundation over peat soil before and after the reinforcement given by retrofitting of woven bamboo and bamboo grid pattemed rectangles. The research methodology used is testing with a laboratory scale. Peat soil sampling sites from areas Dusun III Banyu Urip Banyuasin regency of South Sumatra. Bamboo material obtained from the Seberang Ulu, Palembang and sand obtained from depot sands at the Musi II, Palembang. Based on model study in laboratory, we obtain the result which show the addition of the number of layers of reinforcement and spacing depth of layers that will effectively give BCR greater value. After testing the variation of the depth of the layer d = 0B; d = 0,25B; and d = 0,5B with the number of layers 1 layer, layer 2 and layer 3 we obtained the combination that gives the highest value of bearing capacity is the use of layered depth variation d = 0,25B with the number of layers of 3 layers. The value of bearing capacity is 30.67 kPa with BCR value of 2.034 or percent increase is 103.4%.
Item Type: | Thesis (Undergraduate) |
---|---|
Uncontrolled Keywords: | peat soils, soil bearing capacity, grid bamboo, woven bamboo, BCR |
Subjects: | T Technology > TH Building construction > TH845-895 Architectural engineering. Structural engineering of buildings |
Divisions: | 03-Faculty of Engineering > 22201-Civil Engineering (S1) |
Depositing User: | Mrs Furika Furika |
Date Deposited: | 13 Jul 2023 07:30 |
Last Modified: | 13 Jul 2023 07:30 |
URI: | http://repository.unsri.ac.id/id/eprint/116589 |
Actions (login required)
View Item |