1. School of Civil Engineering, Central South University, Changsha Hunan 410075, China;
2. Guangzhou Design Room of Air Force, Guangzhou Guangdong 510052, China;
3. Unit 93383 of Air Force, Mudanjiang Heilongjiang 157023, China;
4. Department of Civil Engineering, Pennsylvania State University, Harrisburg PA17057, USA
Field Measurement and Analysis of Residual Stress in Bored Piles
NIE Ru-song1, LENG Wu-ming1, WU Ai-hong2, LI Fu-qiang3, CHEN Y. Frank4
1. School of Civil Engineering, Central South University, Changsha Hunan 410075, China;
2. Guangzhou Design Room of Air Force, Guangzhou Guangdong 510052, China;
3. Unit 93383 of Air Force, Mudanjiang Heilongjiang 157023, China;
4. Department of Civil Engineering, Pennsylvania State University, Harrisburg PA17057, USA
摘要Residual stress exists in piles before load transferring from the upper structure to the pile head. The resulting mechanism of residual stress distribution in piles after unloading and the influencing factors are analyzed and compared with those of pile foundations with negative skin friction conditions. An instrumented bored pile was measured after a vertical compressive static loading test to obtain the distribution of residual stress and deformation. The results indicate that (1) the distribution of residual stress in the pile is similar to that in a pile foundation with negative skin friction on the piles due to the soil-constrained piles fully springing back, which is equivalent to prestress exerted by the surrounding soil on the pile; (2) compared with negative skin friction, the shaft resistance induced by residual stress is smaller, and the residual stress does not affect the settlement of the pile foundation; (3) the magnitude of residual stress is closely related to the pile size, properties of the soil, and stiffness of contact surface between the pile and the soil.
Abstract：Residual stress exists in piles before load transferring from the upper structure to the pile head. The resulting mechanism of residual stress distribution in piles after unloading and the influencing factors are analyzed and compared with those of pile foundations with negative skin friction conditions. An instrumented bored pile was measured after a vertical compressive static loading test to obtain the distribution of residual stress and deformation. The results indicate that (1) the distribution of residual stress in the pile is similar to that in a pile foundation with negative skin friction on the piles due to the soil-constrained piles fully springing back, which is equivalent to prestress exerted by the surrounding soil on the pile; (2) compared with negative skin friction, the shaft resistance induced by residual stress is smaller, and the residual stress does not affect the settlement of the pile foundation; (3) the magnitude of residual stress is closely related to the pile size, properties of the soil, and stiffness of contact surface between the pile and the soil.
基金资助:Supported by the National Natural Science Foundation of China (No.51108464);the Fundamental Research Funds for the Central Universities (No.2011QNZT106)
通讯作者:
NIE Ru-song, nierusong97@163.com
E-mail: nierusong97@163.com
引用本文:
聂如松, 冷伍明, 吴爱红, 李富强, 陈幼佳. 单桩残余应力实测分析[J]. Journal of Highway and Transportation Research and Development, 2014, 8(4): 57-62.
NIE Ru-song, LENG Wu-ming, WU Ai-hong, LI Fu-qiang, CHEN Y. Frank. Field Measurement and Analysis of Residual Stress in Bored Piles. Journal of Highway and Transportation Research and Development, 2014, 8(4): 57-62.
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2014, Vol. 8 
