摘要
从形态特征上,我们将水泥土桩单桩静载试验Q^s曲线概括为标准曲线和瑕疵曲线。标准曲线分为转折式和缓变式两类,分别推断其破坏形式。瑕疵曲线包括起点急降以及中间波动两种典型曲线,以判断出现瑕疵的原因。
From the morphological characteristics, people su-mmarize the single pile static load test Q^S curve of cemen-t-soil pile as standard curve and defective curve. Standard cur-ve is divided into two categories, twist type and gentle change type, inferring the destruction form respectively. The defective curve includes two typical curves of starting point drops and intermediate fluctuations so as to determine the cause of the defects.
出处
《城市建筑》
2013年第24期161-161,共1页
Urbanism and Architecture
关键词
水泥土桩
承载力
荷载-沉降曲线
cement-soil pile
the bearing capacity
load-se-t lement curve
