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甘南洛大乡碎石土地基的压缩变形性能
引用本文:谢昭雪,谌文武,王生新,张管宏.甘南洛大乡碎石土地基的压缩变形性能[J].兰州大学学报(自然科学版),2007,43(3):23-26.
作者姓名:谢昭雪  谌文武  王生新  张管宏
作者单位:兰州大学,西部灾害与环境力学教育部重点实验室,甘肃,兰州,730000;兰州大学,土木工程与力学学院,甘肃,兰州,730000
基金项目:国家交通部西部交通建设科技项目
摘    要:碎石土除了具备一般意义上土的性质外,还有自身的一些性质.通过对碎石土进行天然状态及饱水状态下的载荷试验结果进行分析,将实测值与弹性理论计算值相结合,根据结果对碎石土的一些性质进行预估,发现利用弹性理论能较好地符合碎石土的受力变形性能,并通过其他常规试验(如物质组成等)可以分析碎石土的基本结构以及受力变形性能.

关 键 词:碎石土地基  弹性体  压缩变形  力学性能
文章编号:0455-2059(2007)03-0023-04
修稿时间:2006-03-032006-05-21

Research on the pressure-deformation capability of the foundation of gravelly soil in Luoda, Gannan
XIE Zhao-xue,CHEN Wen-wu,WANG Sheng-xin,ZHANG Guan-hong.Research on the pressure-deformation capability of the foundation of gravelly soil in Luoda, Gannan[J].Journal of Lanzhou University(Natural Science),2007,43(3):23-26.
Authors:XIE Zhao-xue  CHEN Wen-wu  WANG Sheng-xin  ZHANG Guan-hong
Abstract:Gravelly soil has its own special character besides some common characteristics. Based on the studying of test data about the foundation load in the original state and saturated state and by comparing the practice value with the theoretic value of elasticity, we predicted the special character of gravelly soil and found that the elasticity theory can be in good accord with the practical pressure-distortion capacity of the gravelly soil, and the structure and pressure-deformation capability can be studied with other tests (such as substance composing).
Keywords:foundation of gravelly soil  elastic body  pressure-deformation  mechanics capability
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