Implementation and application of a bounding surface model in MARC

WANG Gang1; 2

doi:10.16285/j.rsm.2006.09.021

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Implementation and application of a bounding surface model in MARC

更新时间：2026-06-25

- Implementation and application of a bounding surface model in MARC
- Issue 9, Pages: 1535-1540(2006)
- 作者机构：
  
  1. 二滩水电开发有限责任公司
  2. 清华大学岩土工程研究所
- 作者简介：
- 基金信息：
- DOI：10.16285/j.rsm.2006.09.021
  CLC： TU458
- Published：2006
- 稿件说明：
移动端阅览
[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(09):1535-1540.

WANG Gang1, 2. Implementation and application of a bounding surface model in MARC[J]. 2006, (9): 1535-1540.
[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(09):1535-1540. DOI： 10.16285/j.rsm.2006.09.021.

WANG Gang1, 2. Implementation and application of a bounding surface model in MARC[J]. 2006, (9): 1535-1540. DOI： 10.16285/j.rsm.2006.09.021.

摘要

介绍了一个简化的边界面动本构模型及其在通用有限元软件MARC中开发实现的技术。通过对循环单剪试验的模拟验证了程序的可靠性和模型的表现。基于所添加的边界面模型

对一均质场地进行了非线性动力反应分析

并和等效线性动力反应分析的结果进行了对比

表明了模型和分析方法的有效性。最后以一理想土坝为例说明了用所添加的本构模型进行土石坝非线性动力反应分析的方法

并给出了相应的结果。

Abstract

Formulation of a bounding surface model was introduced briefly and implemented into FEM software - MARC. Cyclic simple shear tests were numerically modeled to validate the codes and show the performance of the model. Based on the model implemented

the seismic response of a homogenous level ground was analyzed; and the results were compared with that obtained by equivalent linear method to illustrate the reliability and effectiveness of the model and MARC. The techniques to perform seismic response analysis of earth dams were introduced taking an idealized model dam as an example.

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Related Institution

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