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基于GIS的黄土地区公路地基承载力评价系统
引用本文:刘怡林,支喜兰,石刚. 基于GIS的黄土地区公路地基承载力评价系统[J]. 公路, 2006, 0(1): 123-126
作者姓名:刘怡林  支喜兰  石刚
作者单位:1. 交通部公路科学研究所,北京市,100088
2. 长安大学特殊地区公路工程教育部重点实验室,西安市,710064
基金项目:交通部西部交通建设科技项目,合同号200131822316
摘    要:通过对西北黄土地区地基承载力及其主要影响因素分布规律的研究,进行了黄土地区地基承载力的分区,确定了黄土地基处理的原则和选取方法。在此基础上,建立了基于G IS的黄土地区公路地基承载力评价系统。该系统利用G IS的数据分析和属性数据管理功能,在收集的大量实测载荷试验数据和相应物理力学指标的基础上,建立了各区域承载力统计回归关系式与样本点的动态数据连接库,实现了对黄土地区公路地基承载力的有效评价。同时,利用地基处理的分析软件,结合公路路基的设计情况,提出了对黄土地基的处理建议,为公路部门的地基承载力评价和黄土地基处理提供了决策依据。

关 键 词:黄土地区  地基承载力  GIS  评价系统  地基处理
文章编号:0451-0712(2006)01-0123-04
收稿时间:2005-08-05
修稿时间:2005-08-05

Bearing Capacity Evaluation System of Highway Foundation in Loess Area Based on GIS
LIU Yi-lin,ZHI Xi-lan,SHI Gang. Bearing Capacity Evaluation System of Highway Foundation in Loess Area Based on GIS[J]. Highway, 2006, 0(1): 123-126
Authors:LIU Yi-lin  ZHI Xi-lan  SHI Gang
Abstract:Through the study on the distributing rules of foundation bearing capacity and the major contributory factor in northwest loess district,the subregion of foundation bearing capacity of loess district is carried on,the principle and method of loess foundation treatment determined. The evaluation system of loess highway foundation bearing capacity based on GIS is established.By using the function of data analysis and management of GIS, on the basis of collection plenty testing data of foundation bearing capacity and the corresponding physical and mechanical indexes,the dynamic data bank of the regression formula of foundation bearing capacity in every district is established,and the efficient evaluation of loess foundation bearing capacity realized.At the same time,by using the analysis software of foundation treatment and according to the design of subgrade,a suggestion of loess foundation treatment is put forward,which provides reference for highway department in evaluating foundation bearing capacity and treating foundation in loess regions.
Keywords:loess area  foundation bearing capacity  GIS(Geographic Information System)  evaluation system  foundation treatment  
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