[an error occurred while processing this directive]
���¿��ټ��� �߼�����
   ��ҳ  �ڿ�����  ��ί��  Ͷ��ָ��  �ڿ�����  ��������  �� �� ��  ��ϵ����
�������պ����ѧѧ�� 2008, Vol. 34 Issue (09) :1105-1108    DOI:
���� ����Ŀ¼ | ����Ŀ¼ | ������� | �߼����� << | >>
�������պ����ѧ ��ͨ��ѧ�빤��ѧԺ, ���� 100191
Application of unified hardening model under complex loading
Hou Wei, Yao Yangping*
School of Transportation Science and Engineering, Beijing University of Aeronautics and Astronautics, Beijing 100191, China

Download: PDF (0KB)   HTML 1KB   Export: BibTeX or EndNote (RIS)      Supporting Info
ժҪ ���̽���ģ�����ܹ��������ļ��������͡�Ӳ��������Ӧ��·�������Ե����Եļ򵥡�ʵ�õ�ģ��,�뽣��ģ�����,��������һ�����ϲ���(Hvorslev��б��).���û���SMP(Specialy Mobilized Plane)ǿ��׼��ı任Ӧ��������ģ��ʵ������ά��.��ģ����Ӧ�ü�ж��׼������ӳ���Ӽ��������������Ӧ��Ӧ������,ģ��������ѭ������������,������𽥱�Ӳ,����ģ�������󡢿�϶�ȼ�С�����̽�̶Ȳ������������.��ѭ�������Լ��������������ݺ�Ԥ�����Ļ����Ǻϱ�����ģ���ܹ�����ط�ӳ���Ӽ������������ı�������.
Email Alert
�ؼ����� ���̽���   Ӳ��ģ��   ��ά��   ���Ӽ���     
Abstract�� The overconsolidated clay model, a simple and applied model, can describe many characteristics of overconsolidated clays well, including stress-strain relationships, stress dilatancy, strain hardening and softening, and path dependency behaviour. Compared with the Cam-clay model, the overconsolidated model only requires one additional soil parameter which is the slope of the Hvorslev envelope. Based on the specialy mobilezed plane(SMP) criterion and the corresponding transformed stress tensors, the model can be applied conveniently to three-dimensional complex stress state. By using the loading criteria, the model can be used to describe that the hardening degree, the shear modulus and the overconsolidated degree increase, and the void ratio decreases with increasing cyclic times under the complex loading. The comparisons between predicted results and test data from the cyclic loading and true triaxial tests show that the model can rationally exhibit the soil behaviors under the complex loading.
Keywords�� overconsolidated clays   hardening model   three-dimensional   complex loading     
Received 2007-09-21;

������Ȼ��ѧ����������Ŀ(10672010); ���һ����о��ƻ�������Ŀ(2007CB714203)

About author: �� ΰ(1969-),Ů,����������,��ʿ��,houwei@ce.buaa.edu.cn.
��ΰ,Ҧ��ƽ.ͳһӲ��ģ���ڸ��Ӽ��������µ�Ӧ��[J]  �������պ����ѧѧ��, 2008,V34(09): 1105-1108
Hou Wei, Yao Yangping.Application of unified hardening model under complex loading[J]  JOURNAL OF BEIJING UNIVERSITY OF AERONAUTICS AND A, 2008,V34(09): 1105-1108
http://bhxb.buaa.edu.cn//CN/     ��     http://bhxb.buaa.edu.cn//CN/Y2008/V34/I09/1105
Copyright 2010 by �������պ����ѧѧ��