Effectiveness of reinforcing an earth structure with a system of counterfort drains over a long-term use

Author:

Olesiak Sebastian1,Hydzik-Wiśniewska Joanna1

Affiliation:

1. Faculty of Mining and Geoengineering , Department of Geomechanics, Civil Engineering and Geotechnics , AGH University of Science and Technology , 30-059 Kraków, al. Mickiewicza 30, pawilon A1, pok. 309 , Kraków , Poland

Abstract

Abstract The paper evaluates the effectiveness of reinforcing a damaged earth structure with making counterfort drains in its slope. The system of counterfort drains changed the soil properties significantly over a long-term use. The evaluation was based on many years of field and laboratory tests and stability analysis. The field tests concerned the observation of N WST probing resistance change, and the laboratory tests concerned the change in soil consistency and water content. The paper presents the results of tests that were conducted over 13 years.

Publisher

Walter de Gruyter GmbH

Subject

Computers in Earth Sciences,Mechanics of Materials,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference28 articles.

1. Henkel, D.J. (1957). Investigations of two long-term failures in London clay slopes at Wood Green and Northolt. In: Proceedings of the 4th International Conference on Soil Mechanics and Foundation Engineering London, 12-24 August 1957. Butterworths Scientific Publications, London, pp. 315-320.

2. Furtak, K., Gaszyński J., Pabian Z. (2012). Geotechniczne systemy zabezpieczeń i stabilizacji na terenach osuwiskowych, cz.2. Nowoczesne Budownictwo Inżynieryjne1 44-48, (in Polish).

3. Fitch, N.R. (1990). Ground stabilisation with counterfort drains – design, installation and monitoring of drawdown performance. Proceedings NZ Geomechanics Society 16, 1(G), 97-101.

4. McDonald, G.J., Vooght, A.R., Parkin S. (2012). The use of deep counterfort drains as an effective method of stabilizing cuttings constructed in overconsolidated clays. Geological Society, London, Engineering Geology Special Publications, Earthworks in Europe26 115-124.

5. Torvelainen, S.M. (2016). Counterfort drain performance in the Auckland Area. In: Proceedings of the 11th ANZ Young Geotechnical Professionals Conference – 11YGPC Queenstown, New Zealand, 25–28 October 2016. NZGS, Wellington, New Zealand, pp. 257-262.

同舟云学术

1.学者识别学者识别

2.学术分析学术分析

3.人才评估人才评估

"同舟云学术"是以全球学者为主线,采集、加工和组织学术论文而形成的新型学术文献查询和分析系统,可以对全球学者进行文献检索和人才价值评估。用户可以通过关注某些学科领域的顶尖人物而持续追踪该领域的学科进展和研究前沿。经过近期的数据扩容,当前同舟云学术共收录了国内外主流学术期刊6万余种,收集的期刊论文及会议论文总量共计约1.5亿篇,并以每天添加12000余篇中外论文的速度递增。我们也可以为用户提供个性化、定制化的学者数据。欢迎来电咨询!咨询电话:010-8811{复制后删除}0370

www.globalauthorid.com

TOP

Copyright © 2019-2024 北京同舟云网络信息技术有限公司
京公网安备11010802033243号  京ICP备18003416号-3