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Development of a Practical Heat of Hydration Model for Concrete Curing for Geotechnical Applications 岩土工程混凝土养护水化热实用模型的建立
IF 1.9 Q3 ENGINEERING, GEOLOGICAL Pub Date : 2021-12-06 DOI: 10.1680/jgere.21.00054
R. Liu, D. Taborda, Anthony Fisher, P. Bourne-Webb
Thermal integrity profiling (TIP) is a common non-destructive technique to evaluate the quality of construction of piles by analysing the temperature fields due to heat of hydration from freshly cast concrete piles. For this process to be accurate, a reliable concrete heat of hydration model is required. This paper proposes a practical and simple to calibrate four parameter model for the prediction of concrete heat of hydration. This model has been shown to be able to reproduce the evolution of heat of hydration measured in laboratory tests, as well as field measurements of temperature within curing concrete piles, as part of a thermal integrity profiling (TIP) operation performed at a site in London. With the simplicity of the model and the small number of model parameters involved, this model can be easily and quickly calibrated, enabling quick predictions of expected temperatures for subsequent casts using the same concrete mix.
热完整性分析(TIP)是一种常用的非破坏性技术,通过分析新浇筑混凝土桩的水化热温度场来评价桩的施工质量。为了保证这一过程的准确性,需要一个可靠的混凝土水化热模型。本文提出了一种实用且易于标定的四参数混凝土水化热预测模型。作为在伦敦某地进行的热完整性分析(TIP)操作的一部分,该模型已被证明能够再现在实验室测试中测量的水化热的演变,以及固化混凝土桩内的温度现场测量。由于模型简单且涉及的模型参数较少,因此可以轻松快速地校准该模型,从而可以快速预测使用相同混凝土混合料的后续浇筑的预期温度。
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引用次数: 2
Editorial 编辑
IF 1.9 Q3 ENGINEERING, GEOLOGICAL Pub Date : 2021-12-01 DOI: 10.1680/jgere.2021.8.4.93
Md Mizanur Rahman, D. E. L. Ong
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引用次数: 0
Modeling of Dynamic Response and Instability of Caisson Quay Wall-Soil System under Waves 波浪作用下沉箱码头墙-土体系动力响应与失稳建模
IF 1.9 Q3 ENGINEERING, GEOLOGICAL Pub Date : 2021-11-16 DOI: 10.1680/jgere.21.00015
Mbc Ülker, HG Baksı
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引用次数: 2
Settlement Mechanism and Improvement of Thick Silty Sand Layer Overlying Mud Foundation 淤泥基上覆厚粉砂层沉降机理及治理
IF 1.9 Q3 ENGINEERING, GEOLOGICAL Pub Date : 2021-11-03 DOI: 10.1680/jgere.21.00010
Bingyi Li, Xiao Cheng, Yanbo Fan, Bin Qian, Yong-hui Chen
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引用次数: 2
Monitoring Toppling Failures Using Wireless Inertial Measurement Unit Sensors 使用无线惯性测量单元传感器监测倾覆故障
IF 1.9 Q3 ENGINEERING, GEOLOGICAL Pub Date : 2021-10-19 DOI: 10.1680/jgere.21.00014
P. Giri, Kam Ng, W. Phillips
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引用次数: 1
Effect of Lime Stabilized Copper Slag Cushion on Swelling Behaviour of High Plastic Clay 石灰稳定铜渣垫层对高塑性粘土膨胀特性的影响
IF 1.9 Q3 ENGINEERING, GEOLOGICAL Pub Date : 2021-10-18 DOI: 10.1680/jgere.21.00006a
C. Lavanya, Nandyala Darga Kumar
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引用次数: 3
Effects of polyurethane Foam on the Behaviour of Collapsible Soils 聚氨酯泡沫对湿陷性土壤行为的影响
IF 1.9 Q3 ENGINEERING, GEOLOGICAL Pub Date : 2021-09-27 DOI: 10.1680/jgere.21.00005a
A. Abdulrasool, Saad F A Al-wakel
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引用次数: 2
Optimisation of chemical constituents on enzyme-induced carbonate precipitation in test-tube and soil 酶促碳酸盐在试管和土壤中沉淀的化学成分优化
IF 1.9 Q3 ENGINEERING, GEOLOGICAL Pub Date : 2021-06-21 DOI: 10.1680/jgere.21.00006
I. Ahenkorah, Md. Mizanur Rahman, Md. Rajibul Karim, S. Beecham
Enzyme-induced carbonate precipitation (EICP) is a bio-cementation technique and a sustainable method of ground improvement. This study examines the influence of the concentrations of substrates [S...
酶促碳酸盐沉淀(EICP)是一种生物胶结技术,也是一种可持续的地基改良方法。本研究考察了底物浓度[S。。。
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引用次数: 26
Editorial 编辑
IF 1.9 Q3 ENGINEERING, GEOLOGICAL Pub Date : 2021-06-01 DOI: 10.1680/jgere.2021.8.2.40
Md Mizanur Rahman, D. E. L. Ong
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引用次数: 0
Editorial 编辑
IF 1.9 Q3 ENGINEERING, GEOLOGICAL Pub Date : 2020-12-01 DOI: 10.1680/jgere.2020.7.4.191
Mizanur Rahman, D. E. L. Ong
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引用次数: 0
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Geotechnical Research
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