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Assessment of Geotechnical Feasibility in Development of STIE BPD Semarang | <hr /> (mysql): SELECT * FROM authors WHERE submission_id = 2052 ORDER BY seq   <hr /> <hr /> (mysql): SELECT * FROM author_settings WHERE author_id = '3498'   <hr /> Fitriyana | International Conference on Coastal and Delta Areas
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(mysql): SELECT * FROM authors WHERE submission_id = 2052 ORDER BY seq  
(mysql): SELECT * FROM author_settings WHERE author_id = '3498'  

Assessment of Geotechnical Feasibility in Development of STIE BPD Semarang

(mysql): SELECT * FROM authors WHERE submission_id = 2052 ORDER BY seq  
(mysql): SELECT * FROM author_settings WHERE author_id = '3498'  
Lisa Fitriyana

Abstract


Geotechnical studies are an early stage for planning an infrastructure. In general, the geotechnical parameter value of a region is determined by soil characteristics. To know the condition of the soil layer under the structure, it is necessary geotechnical investigation. Toptografi uneven shape and the value of the low bearing capacity causes the need for planning the reinforcement. The reinforcement used is soil nailing and retaining wall. In this feasibility test used analysis of soil bearing capacity with plaxis program. The results of the analysis show that the reinforcement at the construction site of STIE BPD raises the value of its Savety Factor reaching 5.83.
 
Keywords: Geotechnical investigation, soils bearing capacity, reinforcement.

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