用摆锤冲击试验设计公路护栏桩深的土基设计

IF 0.5 4区 工程技术 Q4 ENGINEERING, GEOLOGICAL
M. Örnek, A. Atahan, Y. Türedi, M. M. Erdem, Murat Buyuk
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引用次数: 4

摘要

护栏是被动道路约束系统(RRS),用于路边和中间,以提高道路安全。在桩嵌入深度不足的情况下,土驱动桩可能无法发挥预期的作用,并且设计无法为撞击车辆提供足够的安全性。一般情况下,钢质护栏的高度在1600 ~ 2400mm不等。然而,没有考虑到护栏所在土壤的特性。换句话说,无论土壤类型如何,都要使用固定深度的护栏。目前,钢护栏系统的桩嵌入深度(PED)是根据强土体特性来确定的。这些设计的碰撞性能可能不适用于土壤条件比测试条件弱的地方。在本研究中,对土嵌桩进行了一系列现场冲击试验,以确定M. Musab Erdem Iskenderun技术大学的最佳PED,工程与自然科学学院,土木工程系31200,Iskenderun, Hatay,土耳其,E-mail: musab.erdem@iste.edu.tr Murat bysy k sabancul大学,集成制造技术研发中心34956,伊斯坦布尔,土耳其,E-mail: muratbuyuk@sabanciuniv.edu
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Soil based design of highway guardrail post depths using pendulum impact tests
Guardrails are passive road restraint systems (RRS) used at roadsides and medians to improve road safety. In the case of inadequate post embedment depth of soil driven posts may not function as intended and design cannot provide adequate safety nor security for the impacting vehicles. In general, the height of the steel guardrails varies between 1600 and 2400mm. However, the characteristics of the soil where the guardrails are driven are not taken into consideration. In other words, a constant depth of guardrail is used regardless of the type of soil. Post embedment depths (PED) in steel guardrail systems are currently determined based on strong soil properties. The crash performance of these designs may not be appropriate for locations where soil conditions are weaker than tested conditions. In this study, a series of field impact tests were performed on soil embedded posts to determine optimum PED for M. Musab Erdem Iskenderun Technical University, Faculty of Engineering and Natural Sciences, Civil Engineering Department 31200, Iskenderun, Hatay, Turkey E-mail: musab.erdem@iste.edu.tr Murat Büyük Sabancı University, Integrated Manufacturing Technologies R&A Center 34956, Istanbul, Turkey E-mail: muratbuyuk@sabanciuniv.edu
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来源期刊
Acta Geotechnica Slovenica
Acta Geotechnica Slovenica 地学-工程:地质
CiteScore
1.20
自引率
0.00%
发文量
0
审稿时长
>12 weeks
期刊介绍: ACTA GEOTECHNICA SLOVENICA aims to play an important role in publishing high-quality, theoretical papers from important and emerging areas that will have a lasting impact on fundamental and practical aspects of geomechanics and geotechnical engineering. ACTA GEOTECHNICA SLOVENICA publishes papers from the following areas: soil and rock mechanics, engineering geology, environmental geotechnics, geosynthetic, geotechnical structures, numerical and analytical methods, computer modelling, optimization of geotechnical structures, field and laboratory testing. The journal is published twice a year.
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