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考虑桩侧阻尼的检测桩基承载力的CASE法
引用本文:赵亮,孔亮,王燕昌.考虑桩侧阻尼的检测桩基承载力的CASE法[J].宁夏大学学报(自然科学版),2010,31(3):235-238.
作者姓名:赵亮  孔亮  王燕昌
作者单位:1. 同济大学航空航天与力学学院,上海,200092
2. 青岛理工大学理学院,山东青岛,266033
3. 宁夏大学校长办公室,宁夏银川,750021
基金项目:国家自然科学基金资助项目,新世纪优秀人才支持计划资助项目 
摘    要:在分析CASE法基本原理及其假设的基础上,利用土体阻力对桩身传播应力波波幅的影响为指数衰减的规律,得出了计算桩侧动阻力的方法,并改进了CASE法计算单桩承载力公式.工程实例的应用分析表明,改进的CASE法能够应用于侧摩阻力较大的桩,可以减少检测时高估桩基承载力的风险.

关 键 词:高应变  CASE法  承载力  改进  桩侧动阻力

Considering the Side Damping in CASE Method of Detecting Bearing Capacity for Pile
Zhao Liang,Kong Liang,Wang Yanchang.Considering the Side Damping in CASE Method of Detecting Bearing Capacity for Pile[J].Journal of Ningxia University(Natural Science Edition),2010,31(3):235-238.
Authors:Zhao Liang  Kong Liang  Wang Yanchang
Institution:1.School of Aerospace Engineering and Applied Mechanics,Tongji University,Shanghai 200092,China;2.School of Science,Qingdao Technological University,Qingdao 266033,China;3.President's Office,Ningxia University,Yinchuan 750021,China)
Abstract:Based on the analysis of the basic theory and its hypothesis of CASE method,the exponential attenuation law of the soil resistance to the amplitude of the stress wave transmitting in pile is used to calculate the side dynamic resistance of piles,and then the formula of calculating the bearing capacity for single pile in CASE method is improved.The analysis of an engineering example indicates that the improved CASE method is validated and can be applied to the pile with high side friction resistance.The new method can decrease the risk that overrates the bearing capacity of pile in test.
Keywords:high strain  CASE method  bearing capacity  improvement  side dynamic resistance
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