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上埋式涵洞顶部垂直土压力计算方法探讨
引用本文:严东方,林从谋. 上埋式涵洞顶部垂直土压力计算方法探讨[J]. 地下空间与工程学报, 2007, 3(2): 245-247,251
作者姓名:严东方  林从谋
作者单位:华侨大学土木工程学院,福建,泉州,362021;华侨大学土木工程学院,福建,泉州,362021
摘    要:根据上埋式涵洞顶部垂直土压力的受力特点,涵洞上覆土体采用完全损伤土的应力应变关系--结构性粘土的弹塑性损伤模型,地基采用线弹性模型,利用力的变形协调条件和力的平衡条件对上埋式涵洞顶部土压力的计算方法进行探讨,提出了考虑土的应力损伤和扰动损伤的垂直土压力计算公式.结果可用于指导工程实践.

关 键 词:涵洞  土压力  弹塑性损伤模型  扰动因子
文章编号:1673-0836(2007)02-0245-03
修稿时间:2006-11-27

Study on Calculating Methods of Vertical Pressure on Top of Culverts
YAN Dong-fang,LIN Cong-mou. Study on Calculating Methods of Vertical Pressure on Top of Culverts[J]. Chinese Journal of Underground Space and Engineering, 2007, 3(2): 245-247,251
Authors:YAN Dong-fang  LIN Cong-mou
Affiliation:College of Civil Engneering,Huaqiao University, Quanzhou 362021, China
Abstract:According to characteristic of vertical pressure bearing on top of the culverts, the stress -strain relationship of completely damaged soil-the elasto - plastic damage model of structural clay is applied to the earth fill and the linear elasticity model is used for the foundation. Based on the conditions of force equilibrium and deformation coordination,the calculating method about vertical pressure on top of the reinforced concrete culverts is studied,a calculative formula of vertical pressure on top of the culverts is given with considering the stress damage and disturbed damage of the each. The result provides a guidance to the project practice.
Keywords:culverts   earth pressure   elasto - plastic damage model   perturbation factors
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