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兰州第三系砂岩工程特性研究
引用本文:董兰凤,陈万业. 兰州第三系砂岩工程特性研究[J]. 兰州大学学报(自然科学版), 2003, 39(3): 90-93
作者姓名:董兰凤  陈万业
作者单位:1. 兰州大学,资源环境学院,甘肃,兰州,730000
2. 国家电力公司,西北勘测设计研究院,工程勘察研究院,甘肃,兰州,730050
摘    要:随着建筑规模的增大,兰州市广泛分布的第三系砂岩已成为高层、超高层建筑物地基或修建地下建(构)物的惟一地层.本文通过大量详实的试验数据系统研究了兰州市第三系砂岩的颗粒组成、物理性质、变形过程和强度特征等工程特性,提出了确定强风化砂岩地基承载力的优选方法.

关 键 词:第三系砂岩 力学参数 工程特性 地基承载力
文章编号:0455-2059(2003)03-0090-04
修稿时间:2002-12-04

A study of the engineering specific properties of N-sandstone in Lanzhou
DONG Lan-feng,CHEN Wan-ye. A study of the engineering specific properties of N-sandstone in Lanzhou[J]. Journal of Lanzhou University(Natural Science), 2003, 39(3): 90-93
Authors:DONG Lan-feng  CHEN Wan-ye
Affiliation:DONG Lan-feng1,CHEN Wan-ye2
Abstract:The N-sandstone distributed widely in Lanzhou area provides the only foundation stratum for tall and super-tall buildings or underground buildings,with the ever increasing scale of urban construction.The specific engineering capacities,including the composition of pellet,physical capacities,features of transmutation and intensity etc,have been systematically studied in this paper,in light of plentiful and detailed experimental data.Also,a superior method of defining the bearing strength of the N-sandstone is advanced.
Keywords:N-sandstone  parameter of mechanics  property of engineering  strength of foundation  
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