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动载下沥青路面超孔隙水压力分析
引用本文:丛波日,张晓春,李春勇.动载下沥青路面超孔隙水压力分析[J].交通科技,2007(5):51-53.
作者姓名:丛波日  张晓春  李春勇
作者单位:1. 东南大学交通学院,南京,210098
2. 山东路桥集团,济南,250021
摘    要:沥青路面结构内部的孔隙水在高速行车荷载的作用下形成的瞬时超孔隙水压力是造成路面水损害的重要原因。文中采用Hankel变换和波数域离散方法求解弹性饱和半空间体系的动力响应问题。分析了沥青路面在饱水状态下其内部孔隙水压力的变化规律以及弹性模量等材料参数变化时对孔隙水压力的影响。

关 键 词:沥青路面  孔隙水压力  饱和半空间  波数域
修稿时间:2007-05-11

Express Pore Fluid Stress Analysis of Asphalt Pavement under Dynamic Loads
Cong Bori,Zhang Xiaochun,Li Cunyong.Express Pore Fluid Stress Analysis of Asphalt Pavement under Dynamic Loads[J].Transportation Science & Technology,2007(5):51-53.
Authors:Cong Bori  Zhang Xiaochun  Li Cunyong
Institution:1. Transportation College Southeast University, Nanjing 210098, China ; 2. Shandong Luqiao Group Co. Ltd. , Jinan 250021, China
Abstract:The instantaneous super pore water pressure produced by the pore water of the inner structure of asphalt pavement, under the action of the high speed wheel is an important reason that results in water damage of the pavement. The dynamic response of a elastic saturated half-space porous medium is studied in the paper. It is solved by means of the Hankel transforms and discrete method in wave-number domain. There are two aspects that will be discussed. One is the change regularity of inner pore water pressure of asphalt pavement in the saturated state. Another is the influences of material variables such as elastic modulus to the pore water pressure
Keywords:asphalt pavement  pore water pressure  elastic saturated half-space  wave-number domain
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