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后注浆桩技术(6)——影响桩端压力注浆桩竖向抗压承载力的因素
引用本文:沈保汉. 后注浆桩技术(6)——影响桩端压力注浆桩竖向抗压承载力的因素[J]. 工业建筑, 2001, 31(10): 62-65
作者姓名:沈保汉
作者单位:北京市建筑工程研究院
摘    要:阐述影响桩端压力注浆桩竖向抗压承载力的 8种主要因素

关 键 词:桩端压力注浆桩  竖向抗压承载力
修稿时间:2001-04-03

TECHNIQUE OF POST-GROUTING PILE(6)--FACTORS AFFECTING THE VERTICAL COMPRESSIVE BEARING CAPACITY OF PILES BY TIP GROUTING
Shen Baohan. TECHNIQUE OF POST-GROUTING PILE(6)--FACTORS AFFECTING THE VERTICAL COMPRESSIVE BEARING CAPACITY OF PILES BY TIP GROUTING[J]. Industrial Construction, 2001, 31(10): 62-65
Authors:Shen Baohan
Affiliation:Beijing Building Construction Research Institute Beijing 100039
Abstract:In this paper the different main factors affecting the vertical compressive bearing capacity of piles by tip grouting were described.
Keywords:pile by tip grouting vertical compressive bearing capacity  
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