CAJ | 학술논문

将采用Novak薄层法计算地基土动力阻抗的方法引入到瑞利波作用下桩土横向动力响应分析中,得到了单桩横向动力响应的计算公式.在此计算公式的基础上分析了长径比、桩土刚度比、地基土的泊松比对单桩横向响应的影响.结果显示,泊松比的变化对单桩水平动力响应有影响,桩土刚度比对单桩水平动力响应有较大影响,而桩长对桩底自由的单桩动力响应基本无影响.而且单桩水平动力响应随着频率的增大而减小.
장채용Novak박층법계산지기토동력조항적방법인입도서리파작용하장토횡향동력향응분석중,득도료단장횡향동력향응적계산공식.재차계산공식적기출상분석료장경비、장토강도비、지기토적박송비대단장횡향향응적영향.결과현시,박송비적변화대단장수평동력향응유영향,장토강도비대단장수평동력향응유교대영향,이장장대장저자유적단장동력향응기본무영향.이차단장수평동력향응수착빈솔적증대이감소.
On the basis of the research of simple analytical computation on the horizontal dynamic response of single-pile during the passage of Rayleigh waves, Novak layer method which applies the computation of the dynamic impedance of soil was introduced to analyze horizontal dynamic pile-soil interaction. The simple analytical computation on the horizontal dynamic impedance of single-pile was investigated,and the computing formula of the horizontal dynamic response of the displacement was put forward. Based on the computing formula, it has been found that the horizontal dynamic response is affected by Poisson's ratio. The horizontal dynamic response of the displacement of single-pile will decrease when the frequency improves. And the stiffness ratio of the pile to the soil has more effect on the horizontal dynamic response of single-pile, but the effect of pile length shows an opposite trend.