Assessment of Heave Induced Infrastructure Distress Hazard Potential in Expansive Soil Environments Using GIS Technology

机译：利用GIS技术评估膨胀土壤环境中的胀感基础设施灾害危害潜力。

获取原文

获取原文并翻译 | 示例

页面导航

摘要
著录项
相似文献
相关主题

摘要

Heave induced infrastructure distress hazard analyses play a key role in assessing the potential consequences of soil heaving in relation to existing facilities and the planning of new ones. In this work, a variety of GIS-supported spatial analysis procedures have been integrated for assessing and mapping potential heave induced infrastructure distress hazards in a pilot DFW metroplex area, where expansive soils predominate, using the computational capabilities of PC-supported ArcInfo software. Distress hazard assessments are based on soil plasticity index values, swell-shrink potentials, and soluble sulfate contents.

机译：隆起引起的基础设施遇险危害分析在评估土壤隆起相对于现有设施和规划新设施的潜在后果方面起着关键作用。在这项工作中，使用PC支持的ArcInfo软件的计算功能，已集成了多种GIS支持的空间分析程序，用于评估和绘制DFW大都市区试点地区潜在的由波浪起伏引起的基础设施遇险危险，该地区以膨胀土为主。灾害危险性评估基于土壤可塑性指数值，溶胀势和可溶性硫酸盐含量。

著录项

来源
《Geotechnical Engineering in the Information Technology Age》|2006年|P.1-6|共6页
会议地点 Atlanta GA(US)
作者
Laureano R. Hoyos; Kalyani Devabhaktuni; Anand J. Puppala;
展开▼
作者单位

Department of Civil and Environmental Engineering, The University of Texas at Arlington, Box 19308, Arlington, Texas, 76019-0308;

展开▼
会议组织
原文格式 PDF
正文语种 eng
中图分类土力学、地基基础工程;
关键词

相似文献

外文文献
中文文献
专利

1. Experimental study of lateral restraint effects on the potential heave of expansive soils [J] . Mosleh A. Al-Shamrani, Abdulmohsin W. Dhowian Engineering Geology . 2003,第1a2期

机译：横向约束对膨胀土潜在升沉影响的试验研究
2. Prediction of the variation of swelling pressure and one-dimensional heave of expansive soils with respect to suction using the soil-water retention curve as a tool [J] . Tu Hongyu, Vanapalli Sai K. Canadian Geotechnical Journal . 2016,第8期

机译：以土壤水分保持曲线为工具，预测膨胀土的膨胀压力和一维升沉相对于吸力的变化
3. Understanding the multiple small magnitude induced seismic soil fatigue potential on hazard assessments [J] . Merissa L. Zuzulock, Oliver-Denzil S. Taylor, Norbert H. Maerz Case Studies in Construction Materials . 2021,第a期

机译：了解危害评估的多重尺寸诱导的地震土壤疲劳潜力
4. Assessment of Heave Induced Infrastructure Distress Hazard Potential in Expansive Soil Environments Using GIS Technology [C] . Laureano R. Hoyos, Kalyani Devabhaktuni, Anand J. Puppala Geo-Congress . 2006

机译：利用GIS技术评估膨胀土壤环境中膨胀造成基础设施遇险危险潜力的评估
5. Assessment of potential heave-induced infrastructure distress hazard in expansive soil environments using GIS technology. [D] . Devabhaktuni, Kalyani Naga. 2002

机译：使用GIS技术评估膨胀土壤环境中潜在的起伏诱发的基础设施遇险危险。
6. Analysis and Hazard Assessment of Potentially Toxic Metals in Petroleum Hydrocarbon-Contaminated Soils Around Transformer Installation Areas [O] . Godswill E. Akhigbe, Festus M. Adebiyi, Nkem Torimiro 2019

机译：变压器安装区周围石油烃污染土壤中潜在有毒金属的分析和危害评估
7. Time Rate of Heave Prediction for Expansive Soils [O] . Daniel D. Overton, P. E. M. Asce, Kuo-chieh Chao, 2014

机译：膨胀土的隆起时间预测
8. Properties of Expansive Clay Soils. Report 2. A Numerical Procedure for Predicting Heave with Time, [R] . johnson,lawrence d. desai, chandrakant s. 1975

机译：膨胀土的性质。报告2.用于预测随时间升沉的数值程序，

Assessment of Heave Induced Infrastructure Distress Hazard Potential in Expansive Soil Environments Using GIS Technology

摘要

著录项

相似文献

相关主题

期刊订阅