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软粘土的循环加载边界面模型 被引量：1

THE BOUNDING SURFACE CONSTITUTIVE MODEL FOR SOFT CLAYS UNDER CYCLIC LOADING
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摘要 基于边界面理论的基本框架建立了一种新的边界面模型,本模型中采用了新的边界面形式和塑性模量插值函数.对多组试验结果的模拟表明所提出的本构模型具有较好的预测能力和较为广泛的适用性. A new bounding constitutive model for soft clays is developed within the theoretical framework of bounding surface plasticity. The constitutive model has new bounding surface and new plastic modulus function, which was verified by several test results. The good predictions show the rationality and validity of the proposed model.
作者 李兴照 王录民 范量
机构地区 河南工业大学土木建筑学院
出处 《河南工业大学学报（自然科学版）》 CAS 北大核心 2006年第4期1-6,共6页 Journal of Henan University of Technology：Natural Science Edition
基金 国家自然科学基金项目(10272083) 上海市曙光计划项目(02SG17) 教育部高等学校博士点基金资助项目(20030247005)
关键词 软粘土 循环加载 边界面 本构模型 数值模拟 soft clay cyclic loading bounding surface constitutive model numerical simulations
分类号 TU432 [建筑科学—岩土工程]
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参考文献11

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二级参考文献2

共引文献47

同被引文献12

  • 1王刚,张建民.边界面模型在MARC中的开发实现及应用[J].岩土力学,2006,27(9):1535-1540. 被引量：1
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二级引证文献9

河南工业大学学报（自然科学版）
2006年 第4期

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