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Journal of Geotechnical and Geoenvironmental Engineering最新文献

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Various Bacterial Attachment Functions and Modeling of Biomass Distribution in MICP Implementations MICP实现中各种细菌附着函数和生物量分布建模
IF 3.9 2区 工程技术 Q1 ENGINEERING, GEOLOGICAL Pub Date : 2023-09-01 DOI: 10.1061/jggefk.gteng-10812
Z. Faeli, B. Montoya, Mohammed A. Gabr
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引用次数: 1
Numerical Modeling of the Monotonic Lateral Behavior of XL and XXL Monopiles in Kaolin 高岭土中XL和XXL单桩单调横向行为的数值模拟
IF 3.9 2区 工程技术 Q1 ENGINEERING, GEOLOGICAL Pub Date : 2023-09-01 DOI: 10.1061/jggefk.gteng-11216
Aliasger E. Haiderali, Masanari Nakashima, G. Madabhushi, B. H. Lau, S. Haigh
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引用次数: 1
Behavior of Full-Scale U-Shaped Walls Constructed by Deep Cement Mixing in Consolidating Ground 深层水泥搅拌全尺寸U型墙加固地基的性能
IF 3.9 2区 工程技术 Q1 ENGINEERING, GEOLOGICAL Pub Date : 2023-09-01 DOI: 10.1061/jggefk.gteng-11471
A. K. Wong, Chris Cheung, H. Cheung, C. Ng
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引用次数: 0
Construction on Slow-Moving Landslides: Effects of Excavation on Neighboring Structures 在缓慢移动的滑坡上施工:开挖对邻近结构的影响
IF 3.9 2区 工程技术 Q1 ENGINEERING, GEOLOGICAL Pub Date : 2023-09-01 DOI: 10.1061/jggefk.gteng-11318
Roman Hettelingh, A. Puzrin
{"title":"Construction on Slow-Moving Landslides: Effects of Excavation on Neighboring Structures","authors":"Roman Hettelingh, A. Puzrin","doi":"10.1061/jggefk.gteng-11318","DOIUrl":"https://doi.org/10.1061/jggefk.gteng-11318","url":null,"abstract":"","PeriodicalId":54819,"journal":{"name":"Journal of Geotechnical and Geoenvironmental Engineering","volume":" ","pages":""},"PeriodicalIF":3.9,"publicationDate":"2023-09-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"41470863","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
A Simplified Method for Bearing-Capacity Analysis of Energy Piles Integrating Temperature-Dependent Model of Soil–Water Characteristic Curve 结合温度-水特性曲线模型的能量桩承载力简化分析方法
IF 3.9 2区 工程技术 Q1 ENGINEERING, GEOLOGICAL Pub Date : 2023-09-01 DOI: 10.1061/jggefk.gteng-11095
T. Pham, M. Sutman
32 The bearing resistance of energy piles in the presence of temperature effect has not been thoroughly 33 investigated, preventing the perfecting of energy pile design methods. Quantifying the relationship between soil 34 suction and the temperature of unsaturated soils therefore becomes an important step in predicting the bearing 35 resistance of energy piles. A new constitutive model based on interfacial energy and thermodynamic theories is 36 therefore presented to predict the effect of temperature on soil suction as well as the soil-water characteristic 37 curve (SWCC) in this paper. The analytical model for the nonisothermal matric suction was developed by 38 combining five different temperature-dependent functions for the surface tension, air-water contact angle, void 39 ratio, and thermal expansion of solid and water density, thereby providing a more complete approach than the 40 one that considers surface tension only. The proposed formulation is expressed under a simplified form which is 41 believed as a useful and convenient tool to apply to a range of possible field situations. The temperature-42 dependent relationship of soil suction is then used to extend existing isothermal SWCCs to nonisothermal 43 conditions that allow obtaining the SWCC at any temperature. The validity of the proposed model is verified by 44 comparison to several test data sets for five different soils: swelling clay, hard clay, clayey-silty soil, ceramic 45 material, and sand. The satisfactory agreement between predicted and measured curves proved that the proposed 46 model has a good performance in predicting the effect of temperature on the SWCCs of unsaturated soils. The 47 nonisothermal SWCC model was then coupled with the bearing resistance theory to produce a simplified method 48 for analysis of energy piles. The results show that the proposed method successfully predicted pile resistance at 49 various temperatures when compared to experimental data. The pile resistance reduces as the temperature rises 50 for a specific degree of saturation or if the soil is in an undrained condition. However, water evaporation may 51 cause a decrease in water content and an increase in matric suction as the temperature increases. Therefore, as 52 soils dry out, pile resistance may increase with increasing temperature.
32在存在温度效应的情况下,能量桩的承载力尚未得到彻底研究33,阻碍了能量桩设计方法的完善。因此,量化土壤吸力与非饱和土壤温度之间的关系成为预测能量桩承载力35阻力的重要步骤。因此,本文提出了一个基于界面能和热力学理论的新的本构模型,以预测温度对土壤吸力的影响以及土壤水分特性曲线(SWCC)。非等温基质吸力的分析模型是由38结合表面张力、空气-水接触角、空隙率以及固体和水密度的热膨胀的五个不同的温度相关函数开发的,从而提供了比仅考虑表面张力的40更完整的方法。所提出的公式以简化的形式表示,41被认为是适用于一系列可能的现场情况的有用和方便的工具。然后,土壤吸力的温度-42依赖关系用于将现有的等温SWCC扩展到允许在任何温度下获得SWCC的非等温43条件。44通过与五种不同土壤的几个测试数据集的比较,验证了所提出模型的有效性:膨胀粘土、硬粘土、粘性粉土、陶瓷45材料和沙子。预测曲线与实测曲线之间的一致性令人满意,证明所提出的46模型在预测温度对非饱和土SWCC的影响方面具有良好的性能。然后将47非等温SWCC模型与承载阻力理论相结合,以产生用于分析能量桩的简化方法48。结果表明,与实验数据相比,该方法成功地预测了49种不同温度下的桩阻力。对于特定的饱和度,或者如果土壤处于不排水状态,则桩阻力随着温度升高50而减小。然而,随着温度的升高,水的蒸发51可能导致水含量的降低和基质吸力的增加。因此,随着52种土壤的干燥,桩阻力可能会随着温度的升高而增加。
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引用次数: 3
Ventilated Well Method for Efficient Dewatering of Soft Soils: Dimensional Analysis and Validation through Numerical Modeling 软土通风井有效脱水方法:量纲分析及数值模拟验证
IF 3.9 2区 工程技术 Q1 ENGINEERING, GEOLOGICAL Pub Date : 2023-09-01 DOI: 10.1061/jggefk.gteng-10728
P. Mishra, Yuan Zhang, A. Scheuermann
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引用次数: 0
Centrifuge and Numerical Modeling of Liquefied Flow and Nonliquefied Slide Failures of Tailings Dams 尾矿坝液化流动与非液化滑动破坏的离心与数值模拟
IF 3.9 2区 工程技术 Q1 ENGINEERING, GEOLOGICAL Pub Date : 2023-09-01 DOI: 10.1061/jggefk.gteng-10800
C. Ng, P. Crous, S. Jacobsz
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引用次数: 0
Numerical Modeling of Pumping-Induced Earth Fissures Using Coupled Quasi-Static Material Point Method 用耦合准静态物质点法对抽水诱发土裂缝进行数值模拟
IF 3.9 2区 工程技术 Q1 ENGINEERING, GEOLOGICAL Pub Date : 2023-09-01 DOI: 10.1061/jggefk.gteng-11167
Sha Li, Yun Zhang, Jichun Wu, Jun Yu, X. Gong
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引用次数: 0
Centrifuge Modeling of Stability of Embankment on Soft Soil Improved by Rigid Columns 刚性柱加固软土地基路堤稳定性的离心模拟
IF 3.9 2区 工程技术 Q1 ENGINEERING, GEOLOGICAL Pub Date : 2023-09-01 DOI: 10.1061/jggefk.gteng-11314
Hongyang Liu, Q. Luo, M. E. El Naggar, Liang Zhang, Tengfei Wang
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引用次数: 6
Influence of Spudcan Penetration on Adjacent Skirted Foundation in Uniform Clay 均匀粘土中铲泥侵彻对相邻裙边基础的影响
IF 3.9 2区 工程技术 Q1 ENGINEERING, GEOLOGICAL Pub Date : 2023-09-01 DOI: 10.1061/jggefk.gteng-11234
Mi Zhou, Shujin Zhou, Xihong Zhang, Yinghui Tian
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引用次数: 3
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