Determination of Lateral Loads on Slope Stabilizing Piles
Journal Name:
- Pamukkale Üniversitesi Mühendislik Bilimleri Dergisi
Key Words:
Keywords (Original Language):
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Abstract (2. Language):
§evlerin kazikli sistemler kullanilarak guglendirilmesi, §evlerde olu§abilecek hareketleri onlemek igin kullanilan en uygun yontemlerden birisidir. Kaziklara etki eden yuklerin tahmini, §ev stabilitesi ka-ziklarinin dogru dizayni ign onemlidir. Bu yuklerin tahminine yonelik literaturde birgok yontemler bulunmasina kar§in, bu yontemler kullanilarak hesaplanan yukler kazik zemin etkile§imi ve yukle-me ko§ullarina bagli olarak farkliliklar gosterebilmektedir. Bu analitik yontemlerin guvenilirliklerden emin olmak igin kapsamli deneysel gali§malara ihtiyag vardir. Bu gali§mada, esnek kaziklara etki eden yuklerin belirlenmesi ign tasarlanan deneysel gali§manin simulasyonu iki boyutlu sonlu elemanlar yontemi ile gergekle§tirilmi§tir. Merkezden merkeze kazik mesafesinin yuk aktarma davrani§ina etki-sini belirlemek amaciyla parametrik gali§ma gergekle§tirilmi§tir. Elde edilen sonlu elemanlar sonugla-ri ile ili§kili olarak esnek kaziklara etki eden yukler belirlenmi§tir.
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Abstract (Original Language):
Slope reinforcement using piled structures is one of the most appropriate methods for preventing slope movements. The prediction of loads acting on piles is important in order to properly design of slope stabilizing piles. Despite, different uncoupled analysis methods to estimate the loads on piles are available in literature; the loads acting on piles predicted using these methods may differ depending on soil-pile interaction and loading conditions. Comprehensive experimental works are needed in order to ensure the reliability of these analytical methods. In this study, the simulations of designed experiment for determining the load acting on the flexible piles were performed via two dimensional finite element methods. The parametric study was carried out to determine the effects of the center to center pile spacing on the load transfer behavior. Corresponding to the numerical results, the load acting on the flexible piles was investigated.
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