[1]陈雅贞.水泥混凝土路面板下地基的综合模量问题[J].东南大学学报(自然科学版),1988,18(1):88-93.[doi:10.3969/j.issn.1001-0505.1988.01.010]
 Chen Yazheng (Department of Civil Engineering).The Problem of the Composite Modulus of Foundation under Concrete Pavement Slab[J].Journal of Southeast University (Natural Science Edition),1988,18(1):88-93.[doi:10.3969/j.issn.1001-0505.1988.01.010]
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水泥混凝土路面板下地基的综合模量问题()
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《东南大学学报(自然科学版)》[ISSN:1001-0505/CN:32-1178/N]

卷:
18
期数:
1988年第1期
页码:
88-93
栏目:
本刊信息
出版日期:
1988-01-20

文章信息/Info

Title:
The Problem of the Composite Modulus of Foundation under Concrete Pavement Slab
作者:
陈雅贞
南京工学院土木工程系
Author(s):
Chen Yazheng (Department of Civil Engineering)
关键词:
综合模量 回弹模量 当量模量 地基反应模量 增长倍数 刚度指标 可变参数 弹性地基板
Keywords:
composite modulus modulus of resilience equivalent modulus modulus of subgrade reaction increment multiplier stiffness index variable parameter slab on elastic foundation
分类号:
+
DOI:
10.3969/j.issn.1001-0505.1988.01.010
摘要:
本文通过对 E_3影响因素的分析,论证了现行规范推荐的模量增长倍数关系式的合理性;并与国外 K 地基指标对比分析的基础上,提出了我国的 E_t 最低要求值。
Abstract:
On basis of analysis of factors influencing E_og,reasonableness of formula of modulus increased multiple as recommended in recent code is discussed. With comparison of indexes of K foundation reported in other countries,the lowest requirement values of E_t for our country are recommended.

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[1]廖公云,路畅,黄晓明.沥青路面结构力学响应的分层检测与分析[J].东南大学学报(自然科学版),2010,40(5):1061.[doi:10.3969/j.issn.1001-0505.2010.05.034]
 Liao Gongyun,Lu Chang,Huang Xiaoming.Layered measure and analysis of mechanical responses within asphalt pavement[J].Journal of Southeast University (Natural Science Edition),2010,40(1):1061.[doi:10.3969/j.issn.1001-0505.2010.05.034]

更新日期/Last Update: 2013-04-30