Image of STUDI DAYA DUKUNG PONDASI DANGKAL PADA TANAH GAMBUT MENGGUNAKAN KOMBINASI PERKUATAN ANYAMAN BAMBU DAN GRID BAMBU DENGAN VARIASI JARAK DAN JUMLAH LAPISAN PERKUATAN

Skripsi

STUDI DAYA DUKUNG PONDASI DANGKAL PADA TANAH GAMBUT MENGGUNAKAN KOMBINASI PERKUATAN ANYAMAN BAMBU DAN GRID BAMBU DENGAN VARIASI JARAK DAN JUMLAH LAPISAN PERKUATAN

Penilaian

0,0

dari 5
Penilaian anda saat ini :  

Construction over soft peat soil has many problems. Therefore, research were required to improve soil bearing capacity. Peat Soil improvement is very expensive. This research aims to know the increasing of soil bearing capacity with woven bamboo and grid bamboo reinforcement with square footing. To get the value of the bearing capacity, we did research about bearing capacity with reinforcement. The variation of the research are depth and number of reinforcement ’s layer. The research was conducted in a laboratory scale. Bearing capacity values obtained from the loading test and graph of load and settlement relationship. While ratio of the bearing capacity (BCR) obtained from the comparison between ultimate bearing capacity of the soil with reinforcement variation and ultimate bearing capacity of the soil without reinforcement. Variations reinforcement grid bamboo and woven bamboo are in dept as separator between peat soil and sand, wide vertical spacing and stress distribution in soil due to surface loads. Grid bamboo arranged paralel by the certain of spacing, and then the sheet of woven lay on the grid bamboo. Research result that reinforcement combination 0,25B; 0,5B; and IB are 351.8%, 327,2%, and 302,6%. The closer of distance between basic foundation and reinforcement and more number of reinforcement ’s layer will increase the bearing capacity of soil.

Availability
Inventory Code Barcode Call Number Location Status
1407002133T106287T1062872014Central Library (REFERENCES)Available but not for loan - Not for Loan
Detail Information
Series Title
-
Call Number
T1062872014
Publisher
Inderalaya : Prodi Teknik Sipil, Fakultas Teknik Universitas Sriwijaya.,
Collation
xii, 55 hlm.; ill.; tab.; 28 cm.
Language
Indonesia
ISBN/ISSN
-
Classification
624.150 7
Content Type
Text
Media Type
unmediated
Carrier Type
unspecified
Edition
-
Subject(s)
Prodi Teknik Sipil
Pondasi - Tanah gambut
Specific Detail Info
-
Statement of Responsibility
Other version/related

No other version available

File Attachment
Comments
You must be logged in to post a comment