LIMIT EQUILBRIUM SAFETY ANALYSIS OF PILE IN LATERAL SPREAD: THREE-LAYER
The large amount of uncertainties in liquefaction-induced lateral spreading particularly leads to pile damage after many earthquakes. This paper presents a simplified safety analysis method of the single piles subjected to lateral spread in three layered soils. With the suggested method the analyst...
| প্রধান লেখক: | |
|---|---|
| বিন্যাস: | প্রবন্ধ |
| ভাষা: | Arabic |
| প্রকাশিত: |
Faculty of Engineering, Tanta University
2015-12-01
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| মালা: | Journal of Engineering Research - Egypt |
| বিষয়গুলি: | |
| অনলাইন ব্যবহার করুন: | https://erjeng.journals.ekb.eg/article_128286_c0bdfdb14882686eacedd80a95d59a08.pdf |