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- W4247845574 abstract "<span class=fontstyle0>Pekanbaru City has developed quite rapidly. Therefore, local governments are aware of the<br />high demand for multi-story building construction, so that buildings built with more than two floors<br />are required to conduct a land subsidence test. The load of a structure will be transmitted by the<br />foundation to the ground, where the soil is expected to be able to support the load. The soil subsidence<br />test is obtained from the sondir test data or also called the Dutch Cone Penetration Test (DCPT)<br />which is used to determine the profile into the soil continuously with the value of cone tip resistance<br />and blanket resistance (Wafi et al., 2013).The purpose of this study is to analyze the calculation of<br />the settlement of a single pile foundation based on the foundation bearing capacity data from the<br />sondir data obtained from the Riau University Laboratory using the elastic settlement method. The<br />research stages carried out are reviewing theories related to piles, then collecting data including<br />data on the carrying capacity of the foundation and sondir data. The final stage is conducting<br />calculation analysis. The results of this study obtained a map of the elastic settlement of the pile<br />foundation at a depth of 6 meters, 12 meters and 18 meters</span>" @default.
- W4247845574 created "2022-05-12" @default.
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- W4247845574 date "2021-07-23" @default.
- W4247845574 modified "2023-10-18" @default.
- W4247845574 title "PEMETAAN PENURUNAN ELASTIS FONDASI TIANG BERDASARKAN DATA SONDIR KOTA PEKANBARU" @default.
- W4247845574 doi "https://doi.org/10.20961/ijcee.v6i1.53689" @default.
- W4247845574 hasPublicationYear "2021" @default.
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