Quantitative foundation stability evaluation of urban karst area: Case study of Tangshan, China-Reference-Cited by-同舟云学术

Quantitative foundation stability evaluation of urban karst area: Case study of Tangshan, China

Published:2015-06 Issue:3 Volume:55 Page:493-503
ISSN:0038-0806
Container-title:Soils and Foundations
language:en
Short-container-title:Soils and Foundations

Author:

Niu Jingrui,Oyediran Ibrahim A.,Liu Daan,Huang Xin,Cui Zhendong,Wang Hongjian,Shi Xiaoshan

Funder

National Natural Science Foundation of China

National Program on Key Basic Research Project

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference45 articles.

1. Karst limestone foundation geotechnical problems, detection and treatment: case studies from Egypt and Saudi Arabia;Abdeltawab;Int. J. Sci. Eng. Res.,2013

2. Cyclic response of footing on geogrid-reinforced sand with void;Asakereh;Soils Found.,2013

3. Strain state of a rock mass above karst cavities;Baryakh;J. Min. Sci.,2008

4. Rock and Soil Mechanics and Engineering;Cai,2002

5. Studies on numerical manifold method for determination of safe thickness of karst roof in roadbed;Cao;Chin. J. Geotech. Eng.,2005

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