[an error occurred while processing this directive] ������� 2009, 28(1) 120-126 DOI:     ISSN: 1004-5589 CN: 22-1111/P

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PubMed
Article by Zhou, B. 1
Article by Wang, C. M. 1
Article by Kuang, S. H. 2
Article by Zhang, J. T. 1
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1. ���ִ�ѧ���蹤��ѧԺ, ����130026; 2. ����ʡ��ͨ�������Ժ, ����110005
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����������—�����θ��ٹ�··���������е�������ѧ���鼰������ɺͽṹ�ķ������Խ������: ����������������ɺͻ�ѧ�ɷ��������������нϴ����, ��SiO2��Al2O3�������Ը�������������΢�ṹ��֧�ܴ��΢����ṹ��֧�ܴ��-��Ƕ΢�װ뽺��ṹ������״����ṹ������״����ṹ4������Ϊ��, �����нϺõ�������ѧ����: ���ܶ�Ϊ1.15��1.76 g/ cm3 , ��Ȼ��ˮ��ƽ��ֵΪ18.31% , cֵΪ7.5��86.3 kPa, φֵΪ14.0��29.9°, ʪ���Ի��������е�ʪ����Ϊ����

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Engineer ing geological properties of roadbed loess in Fuxin-Chaoyang highway of Liaoning
ZHOU Bo-1, WANG Chang-Ming-1, KUANG Shao-Hua-2, ZHANG Jing-Tao-1
1. College of Construction Engineering, Jilin University, Changchun 130026, China; 2. Liaoning Jiaotong Investigation and Design Institute, Shenyang 110005, China
Abstract:

The results of physical mechanical tests, material components and structures of roadbed loess in Fuxin-Chaoyang highway of Liaoning show that Liaoxi loess is different from other areas’ in particle composition and chemical component, such as the contents of SiO2 and Al2O3 are higher than other areas. The microstructures include bracket particles and macroporous micro-cemented structure, bracket particles and macroporous-inlay particles and microporous half-cemented structure, flocculated-cemented structure and clotted-cemented structure. The loess has preferable physical and mechanical properties: dry density is 1.15��1.76 g/cm3 , average content of natural water is 18.31% , c is 7.5��86.3 kPa, φ is 14.0��29.9 degree, etc., and the collap sible loessmainly belongs to medium-collapsibility.

Keywords: loess   collap sibility   microstructure   engineering geological characteristics   Fuxin-Chaoyang expressway in Liaoning  
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1�� ţ����, �����, ����ů, ������.�ӿ���ѧ�Ƕ�̽��֥�����״�������򼰹�����仯[J]. �������, 2009,28(4): 476-484

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