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Effects of high-diluted colloidal silica grouting on the behaviour of a liquefiable sand 高稀释硅胶灌浆对可液化砂特性的影响
IF 1.9 Q3 ENGINEERING, GEOLOGICAL Pub Date : 2020-12-01 DOI: 10.1680/jgere.20.00010
G. Ciardi, Roberto Bardotti, G. Vannucchi, C. Madiai
The effectiveness of colloidal silica (CS) treatment in increasing the liquefaction resistance of sandy soils is by now amply demonstrated. However, the best value of the CS content to achieve high...
胶体二氧化硅(CS)处理在提高砂土抗液化性方面的有效性现已得到充分证明。然而,CS内容的最佳价值要达到高。。。
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引用次数: 11
Editorial 编辑
IF 1.9 Q3 ENGINEERING, GEOLOGICAL Pub Date : 2020-09-01 DOI: 10.1680/jgere.2020.7.3.132
D. E. L. Ong, Md Mizanur Rahman
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引用次数: 0
Briefing: Specific gravity of solids relationship with ignition loss for peaty soils 简介:泥炭土中固体比重与燃烧损失的关系
IF 1.9 Q3 ENGINEERING, GEOLOGICAL Pub Date : 2020-09-01 DOI: 10.1680/jgere.20.00019
Weichao Li, B. O’Kelly, Min Yang, Kunbin Fang, Xuemei Li, Hui Li
Peaty soils have an extremely high water content and a low specific gravity of solids (G s) compared with most inorganic soils. Accurate knowledge of the G s value allows void ratio computations fo...
与大多数无机土壤相比,泥炭土具有极高的含水量和较低的固体比重(G)。G值的准确知识允许空化比的计算。
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引用次数: 9
Stability of the excavation face on a shield tunnel crossing beneath an existing tunnel 既有隧道下穿盾构隧道开挖工作面稳定性分析
IF 1.9 Q3 ENGINEERING, GEOLOGICAL Pub Date : 2020-06-01 DOI: 10.1680/jgere.19.00027
F. Xue, Mengxi Zhang
When a shield tunnel crosses the route of an existing tunnel, the new tunnel will have great influence on the inner structure and the upper surface of the existing tunnel. The support force of the ...
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引用次数: 1
Effect of crude-oil-contaminated soil on the geotechnical behaviour of piles foundation 原油污染土对桩基岩土性能的影响
IF 1.9 Q3 ENGINEERING, GEOLOGICAL Pub Date : 2020-06-01 DOI: 10.1680/jgere.19.00017
M. Alfach, S. Wilkinson
This paper presents a detailed analysis of the effect of oil contamination on the geotechnical behaviour of bridge pile foundations, focusing on the influence of soil type, oil-contamination intens...
本文详细分析了石油污染对桥梁桩基岩土力学性能的影响,重点讨论了土壤类型、石油污染强度和土体强度对桥梁桩基的影响。
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引用次数: 5
Geotechnical Research: Referees 2020 岩土工程研究:裁判2020
IF 1.9 Q3 ENGINEERING, GEOLOGICAL Pub Date : 2020-03-01 DOI: 10.1680/jgere.2020.7.1.75
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引用次数: 0
Editorial 编辑
IF 1.9 Q3 ENGINEERING, GEOLOGICAL Pub Date : 2020-03-01 DOI: 10.1680/jgere.2020.7.1.1
Md Mizanur Rahman, D. E. L. Ong
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引用次数: 0
A simple model for tertiary creep in geomaterials 岩土材料三次蠕变的一个简单模型
IF 1.9 Q3 ENGINEERING, GEOLOGICAL Pub Date : 2020-03-01 DOI: 10.1680/jgere.19.00025
A. Osman, T. Birchall, M. Rouainia
This paper presents a constitutive modelling approach for the viscoplastic-damage behaviour of geomaterials. This approach is based on the hyperelasticity framework, where the entire constitutive b...
本文提出了一种岩土材料粘塑性损伤行为的本构模型方法。该方法是基于超弹性框架的,其中整个本构模型。。。
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引用次数: 5
Behaviour of underpinning piles due to shield tunnel installation 盾构隧道安装引起的托换桩性能
IF 1.9 Q3 ENGINEERING, GEOLOGICAL Pub Date : 2019-12-01 DOI: 10.1680/JGERE.19.00016
Bolin Wang, Xu Wang, Wenjie Ma
A laboratory simulation of the number 1 metro line in Lanzhou City, China, was carried out to determine the feasibility of passing through existing bridge projects. The results show that the founda...
对中国兰州市地铁1号线进行了实验室模拟,以确定通过现有桥梁项目的可行性。结果表明,该方法是可行的。。。
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引用次数: 0
Interactions between energy piles caused by temperature 温度引起的能量桩之间的相互作用
IF 1.9 Q3 ENGINEERING, GEOLOGICAL Pub Date : 2019-09-12 DOI: 10.1680/JGERE.18.00042
Zhong-jin Wang, P. Fang, Kui-hua Wang, Ri-hong Zhang, Fu-yuan Li
A new simplified method is proposed to estimate the zero point of displacement variation, assuming that the pile shaft and end resistance are in the elastic stage. The additional pile axial force w...
在假定桩身和桩端阻力均处于弹性阶段的情况下,提出了一种新的位移变化零点估计的简化方法。桩附加轴力w…
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引用次数: 3
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Geotechnical Research
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