دورية أكاديمية

Experimental Investigations on Load Transfer of PHC Piles in Highway Foundation Using FBG Sensing Technology.

التفاصيل البيبلوغرافية
العنوان: Experimental Investigations on Load Transfer of PHC Piles in Highway Foundation Using FBG Sensing Technology.
المؤلفون: Xiao-cen Lu, Guo-wei Li, Hua-fu Pei, Gao-yu Su, Jian-tao Wu, Cudzo Amenuvor, Andrew
المصدر: International Journal of Geomechanics; Jun2017, Vol. 17 Issue 6, p1-12, 12p
مصطلحات موضوعية: LOAD transfer (Vehicles), MOTOR vehicle dynamics, PRE-tensioned prestressed concrete, CONE penetration tests, SOIL testing
مستخلص: Pretensioned spun high-strength concrete (PHC) piles are increasingly used to improve highway foundations with large pile spacing and short pile length without splicing. In this paper, a series of field tests comprising cone penetration tests (CPTs), piling, and static pile load tests were performed to investigate the load transfer mechanism of such PHC piles, the load transfer mechanisms of which are different from that of long piles with splices used in structural foundations. The variation of axial strain along PHC piles was monitored during piling and load tests using fiber Bragg grating (FBG) sensing technology and conventional vibrating wire (VW) strain gauges. The results show the superiority of FBG sensing technology in terms of reliability of data and feasibility of measurement under fast changing axial strain. The experimental data also show significant variation in the shaft and tip resistance during piling and the pile-soil strength limit state of the load tests. [ABSTRACT FROM AUTHOR]
Copyright of International Journal of Geomechanics is the property of American Society of Civil Engineers and its content may not be copied or emailed to multiple sites or posted to a listserv without the copyright holder's express written permission. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract. (Copyright applies to all Abstracts.)
قاعدة البيانات: Complementary Index
الوصف
تدمد:15323641
DOI:10.1061/(ASCE)GM.1943-5622.0000797