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گواهی نمایه سازی مقاله Experimental study on the Group Effects of Piles Due To Lateral Soil Movement

عنوان مقاله: Experimental study on the Group Effects of Piles Due To Lateral Soil Movement
شناسه (COI) مقاله: NCSDUS02_132
منتشر شده در دومین کنفرانس ملی توسعه پایدار و عمران شهری در سال ۱۳۹۱
مشخصات نویسندگان مقاله:

Morteza Khazaee Pool1 - Department of Civil Eng., Univ. of islamic azad university, nowshahr, Iran
Farshad Fayyaz Jahani - Department of Civil Eng., Univ. of Razi, Kermanshah,Iran

خلاصه مقاله:
.Laboratory model tests have been conducted to investigate the responses of piles subjected to lateral soil movement. The results of a single pile test and four tests on two piles arranged in a row perpendicular to the direction of soil movement are presented. The development of maximum bending moment, maximumshear force, and pile deflection with soil movement and the largest pile response profiles for the single pile and pile groups are compared. Group effect was evaluated using group factor which is defined in terms of the measured maximum bending moment. The major findings are (1) the pile head conditions (free or capped) are insignificant on piles subjected to lateral soil movement when arranged in a row, (2)the group factor decreases as the pile spacing reduces, (3) a linear relationship exists between themaximum bending moment and maximum shear force for both the pile groups and single pile. Piles, Group Effect, Lateral Soil Movement .

کلمات کلیدی:
Piles, Group Effect, Lateral Soil Movement

صفحه اختصاصی مقاله و دریافت فایل کامل: https://www.civilica.com/Paper-NCSDUS02-NCSDUS02_132.html