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Abstract: <br /> <br /> <br /> <br /> <br /> One of soil-structure interaction during earthquake case is development of lateral soil pressure at basement wall. To explain the distribution of dynamic lateral soil pressure at basement, usually used Mononobe-Okabe met...
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| Format: | Theses |
| Language: | Indonesia |
| Online Access: | https://digilib.itb.ac.id/gdl/view/6930 |
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| Institution: | Institut Teknologi Bandung |
| Language: | Indonesia |
| Summary: | Abstract: <br />
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One of soil-structure interaction during earthquake case is development of lateral soil pressure at basement wall. To explain the distribution of dynamic lateral soil pressure at basement, usually used Mononobe-Okabe method (1929). Unfortunately, this method strictly speaking only applicable for gravity retaining walls. <br />
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This research will compare the seismically induced lateral soil pressure at basement wall with 8.4 and 14m depth. The soil conditions refer to UBC 1997 for site class SC, SD and SE. The depth of base rock using in this research is 30m and the height of upper structure is 18m with 6 stories. This research was performed using computer program PLAXIS 8.2 Dynamic. <br />
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Earthquake mechanisms those used in this analysis are subduction and shallow crustal mechanism. The peak base acceleration was obtained from Probabilistic Seismic Hazard Analysis using computer program EQRISK and SYNTH. Earthquake data base was used for 500 km radius from Jakarta with 200 km depth. <br />
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