ANALISIS STRUKTUR PENAHAN TANAH TERHADAP BEBAN LATERAL (STUDI KASUS PURI MATAHARI TOWER)
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Institusion
Institut Teknologi Perusahaan Listrik Negara
Author
ASFARINA, SHARWANDA
Rokhman, Abdul
Rokhman, Abdul
Subject
Teknik Sipil
Datestamp
2019-09-27 02:32:15
Abstract :
ABSTRACT Retaining wall serves to support and prevent from landside hazard. Either due to loads of rain, heavy soil or due to the load acting on it. Therefore retaining wall needs to be planned as possible in order to avoid collapse / landslide that caused casualties and material losses. Type of retaining wall used Secant Bore-pile method which serves also as basement wall that is shapped multiple rows of pile were installed close to one another and given a cover called a capping Beam with planning for the Raft foundation excavation depth of 13 m and Basement3 on depth of 8 m. from the analysis we shift / deflection on the structure of the Secant Bore-pile by 0.033049 m, located at a depth of 6.5 m then be repaired by the method of mounting the anchor and anchor count obtained planning the placement of the anchor to the first layer at a depth of 1 m and the second layer at a depth of 7 m with a slope angle of 45° and with the forces acting on each anchor amounted to 119,949.1 kg.
ABSTRACT Retaining wall serves to support and prevent from landside hazard. Either due to loads of rain, heavy soil or due to the load acting on it. Therefore retaining wall needs to be planned as possible in order to avoid collapse / landslide that caused casualties and material losses. Type of retaining wall used Secant Bore-pile method which serves also as basement wall that is shapped multiple rows of pile were installed close to one another and given a cover called a capping Beam with planning for the Raft foundation excavation depth of 13 m and Basement3 on depth of 8 m. from the analysis we shift / deflection on the structure of the Secant Bore-pile by 0.033049 m, located at a depth of 6.5 m then be repaired by the method of mounting the anchor and anchor count obtained planning the placement of the anchor to the first layer at a depth of 1 m and the second layer at a depth of 7 m with a slope angle of 45° and with the forces acting on each anchor amounted to 119,949.1 kg.
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