Perencanaan Dinding Turap di Tepi Sungai Pada Tanah Lunak

Stability of soil on the riverbank necessary to considered towards landslide. Especially location in around it commonly have kinds soft and over deformation. The large lateral earth pressure grant influence sheet pile stability. face problem was embankment placed natural soil. It is potentially occur shear failure embankment. Aim study design own bearing capacity order able withhold mainly force. source data from investigation report SPT analysis method based properties, load design, pressure, moment result obtained that almost 20 meters depth overly density. Depth not reached rock because pressure. Therefore planned using steel Larssen profile 605K with length 12 m driving 7 along reinforcement block anchor.