The impact of changes in the geological conditions of road bedrock layers while the road was in use

Author:

Smugala Stanislav1,Kubečková Darja1,Indra František2

Affiliation:

1. Faculty of Civil Engineering, Department of Construction , VSB – Technical University of Ostrava , L. Podéště 1875, 708 33 Ostrava- Poruba , Czech Republic

2. SAFETY PRO s.r.o. , Rudná 1117/30a, 703 00 Ostrava , Vítkovice, Czech Republic

Abstract

Abstract This article examines the effective road reconstruction technologies applied during construction processes to ensure the required final quality of construction work. The construction quality and especially the overall levelness of roads are influenced by several factors. These factors include high-quality implementation of road structural layers, including active zones, which can be adversely affected by the undisciplined application of technology, insufficient engineering and poor geological surveys. Suitable and effective reconstruction technology provides the required quality of construction work yet does not significantly extend construction time. The authors propose stabilisation using cement or lime during reconstruction. This stabilisation method is used if the structure of the bedrock layers is finely granular. The stabilisation process consists of excavating the unacceptable bedrock layer and mixing it with additives and water. A principally different bedrock stabilisation method consists of completely replacing it with a gravel layer, which is used when individual base layers are diverse and stabilisation using additives would not guarantee the required results, i.e. improved strength characteristics. In some cases, the existing base layers are not suitable for use as road base layers because of their characteristics, such as volumetric instability. For this reason, they must be replaced with more suitable materials. This topic is documented by a practical example.

Publisher

Walter de Gruyter GmbH

Subject

Management of Technology and Innovation,Organizational Behavior and Human Resource Management,Strategy and Management,Building and Construction,Civil and Structural Engineering

Reference33 articles.

1. Agashua, L. O., & Ogbiye, A. S. (2018). Influence of cement, bitumen and lime on some lateritic soil samples as pavement material. IOP Conference Series: Materials Science and Engineering, 413(1), pp. 012012. doi: 10.1088/1757-899X/413/1/012012.

2. Akinje, I. (2015). Comparison characterization of A-6(10) laterite soil stabilized with powermax cement and hydrated lime separately. International Journal of Engineering and Technology, 5(7), pp. 392–401.

3. Alonso, E. E., Gens, A., & Josa, A. (1990). A constitutive model for partially saturated soils. Geotechnique, 40(3), pp. 405–430.

4. Alonso, E. E., Vaunat, J., & Gens, A. (1999). Modelling the mechanical behavior of expansive clays. Engineering Geology, 54, 173–183.

5. AS 1289.5.1.1. (2017). Methods of testing soils for engineering purposes—Soil compaction and density tests—Determination of the dry density/moisture content relation of a soil using standard compactive effort. Australian Standards, Sydney, Australia.

Cited by 1 articles. 订阅此论文施引文献 订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献

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