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钻孔灌注摩擦桩承载性质模型试验与分析
引用本文:俞承城 徐志强. 钻孔灌注摩擦桩承载性质模型试验与分析[J]. 地球科学, 1992, 17(1): 95-103
作者姓名:俞承城 徐志强
作者单位:中国地质大学探工系(俞承城,徐志强),中国地质大学探工系(张文庆)
摘    要:

关 键 词:钻孔 灌注摩擦桩 承载力

MODEL TEST AND ANALYSIS FOR THE LOAD PROPERTY OF DRILL HOLE GROUTING FRICTION PILE
Yu Chengcheng Xu Zhiqiang Zhang Wenqing. MODEL TEST AND ANALYSIS FOR THE LOAD PROPERTY OF DRILL HOLE GROUTING FRICTION PILE[J]. Earth Science-Journal of China University of Geosciences, 1992, 17(1): 95-103
Authors:Yu Chengcheng Xu Zhiqiang Zhang Wenqing
Abstract:At present , it is very difficult to interpret the different results of making pile with satisfaction according to our theoretical knowledge of the load property of a drill hole grouting friction pile .Through model testing authors have made the regular experiment for the relation of the pile shape , the nodule and the property of the contact area of pile ground to the load by means of the similar principle . This paper describes the relation of the macroscopic boundary area of friction pile and soil formation to the load property .The more reasonable experimental equation for the allowance load force supplied on the axle of a single pile has been suggested . Moreover , authors have made more comprehensive technical analyses for reasonably making hole , pile and assuring pile load during the operation of drill hole grouting friction pile .
Keywords:drill hole grouting friction pile    shape of pile    nodule    roughness    plastic deformation.  
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