PEMETAAN DAYA DUKUNG TANAH DIBEBERAPA DAERAH ACEH BESAR MENGGUNAKAN DATA CONE PENETRATION TEST
Abstract: Bearing capacity of
the soil and the foundation has a close link with the level of safety to the
occupants of a building. A foundation design said to be true if the load
transmitted by the foundation to the ground does not exceed the power of the
land concerned. If the soil strength is exceeded, then a decrease (settlement)
excessive or collapse of land will occur, causing damage to the construction
which is above the foundation. This research aims to obtain the value of the
soil bearing capacity of shallow foundations in several areas of Aceh Besar,
and used as a mapping using ArcGIS 9.2 software. Secondary data used is Cone
Penetration Test (CPT) ere obtained from the Laboratory of Soil Mechanics
Faculty of Engineering, University of Syiah Kuala. Number of points CPT or
sondir is 34 points. Furthermore, to
determine the location of these points in the field using GPS (Global
Positioning System). The result shows that most of the area in the study area
has a bearing capacity of the land is permitted < 50 ton / m2. The area has
bearing capacity permits between 50 ton/m2 to 100 ton/m2 occupied area Siem,
Cot Gue, Bilui, Adjunct, Baet, Mon Ikeun, Lamkruet, and Lhoknga. Furthermore,
the results of the bearing capacity of land used as a mapping so that it
becomes a reference in planning the foundation of a building or other infrastructure
in the region of Aceh Besar.
Penulis: Devi Sundary, Banta
Chairullah, Hendra Gunawan
Kode Jurnal: jptsipildd140858
