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An experimental study on dredged Qinhuai river sediment-based flowable fill treated by flocculation-cementation method 絮凝-固结法处理秦淮河疏浚沉积物基流动填料的实验研究
IF 2.2 4区 工程技术 Q1 Engineering Pub Date : 2024-02-12 DOI: 10.1080/1064119x.2024.2313059
Xiaoyu Li, Jian Ji, Jia He
The traditional Portland cement solidification method has low efficiency in treating dredged sediments with high water content. In this study, flowable fill was prepared using dredged sediments by ...
传统的硅酸盐水泥凝固法在处理含水量较高的疏浚沉积物时效率较低。在这项研究中,利用疏浚沉积物制备可流动填料的方法是...
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引用次数: 0
Effect of sea level drawdown on coastal clay slope stability considering two strength criteria 考虑两种强度标准的海平面下降对沿海粘土斜坡稳定性的影响
IF 2.2 4区 工程技术 Q1 Engineering Pub Date : 2024-02-08 DOI: 10.1080/1064119x.2024.2311780
Di Wu, Xin Chen, Jingwu Zhang
For coastal slopes, the effects of sea level drawdown on slope stabilities with linear and nonlinear criteria are lack of research. This paper employed tangential method to carry out limit analysis...
对于沿海边坡,海平面下降对边坡稳定性的影响缺乏线性和非线性标准的研究。本文采用切线法进行极限分析...
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引用次数: 0
Fracture failure characteristics of shallow coral reef under wave dynamic loading 波浪动态加载下浅海珊瑚礁的断裂破坏特征
IF 2.2 4区 工程技术 Q1 Engineering Pub Date : 2024-02-08 DOI: 10.1080/1064119x.2024.2310136
Tao Li, Jiajun Shu, Bingni Wu, Jingzhu Huang, Zhengding Deng
Long-term wave loading is the main cause of destabilization and damage to shallow coral reef near the coast. In this study, the fine-scale damage mechanism and fracture characteristics of reef at a...
长期的波浪载荷是造成海岸附近浅海珊瑚礁失稳和破坏的主要原因。本研究探讨了浅海珊瑚礁的细尺度损伤机理和断裂特征。
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引用次数: 0
Two-way coupling fluid–structure interaction analysis on dynamic response of offshore wind turbine 海上风力涡轮机动态响应的双向耦合流固耦合分析
IF 2.2 4区 工程技术 Q1 Engineering Pub Date : 2024-02-07 DOI: 10.1080/1064119x.2023.2295954
Fen Li, Jiaojiao Fu, Jiahui Chen, Dan Hu
The monopile-supported offshore wind turbines (OWTs) are subjected to the wave and current loadings. Affected by currents and waves, monopile-supported OWTs are also vulnerable to scour. However, t...
由单桩支撑的海上风力涡轮机(OWTs)受到波浪和海流的负载。受水流和波浪的影响,单桩支撑的海上风力涡轮机也很容易受到冲刷。然而,单桩支撑离岸风力涡轮机(OWT)的...
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引用次数: 0
Scheme design and flow performance analysis of double-bits combination wire-line coring technology for seafloor drill 用于海底钻探的双钻头组合钢丝绳取芯技术的方案设计和流动性能分析
IF 2.2 4区 工程技术 Q1 Engineering Pub Date : 2024-02-01 DOI: 10.1080/1064119x.2024.2309283
Jialiang Wang, Chen Chen, Youjia Hu, Buyan Wan, Bibing Xiao, Zhigang Xu, Siqi Hu, Mengfei Yu
In order to meet the requirement of high-quality samples for evaluating marine mineral resources reserves, a double-bits combination wire line coring scheme for seafloor drill is proposed. The Bern...
为满足海洋矿产资源储量评价对高质量样品的要求,提出了海底钻探双钻头组合钢丝绳取芯方案。该方案由伯尔尼...
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引用次数: 0
Experimental investigation on strength characteristics of marine soft clay under monotonic and cyclic loading 单调和循环加载下海洋软粘土强度特性的实验研究
IF 2.2 4区 工程技术 Q1 Engineering Pub Date : 2024-02-01 DOI: 10.1080/1064119x.2024.2303204
Lin Guo, Hao Wu, Yanping He, Hui Li, Yilong Sun
Sea areas with an average water depth of 5-15 m in the East China Sea are mostly muddy soft-foundation seabed. The wind power infrastructure built on them must fully consider the mechanical propert...
东海平均水深 5-15 米的海域多为泥质软基海底。在此基础上建设风电基础设施,必须充分考虑风电场的力学特性,同时还要考虑风电场的运行安全。
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引用次数: 0
A bounding surface model of methane hydrate-bearing carbonate sand-silt mixtures 含甲烷水合物碳酸盐砂-淤泥混合物的边界表面模型
IF 2.2 4区 工程技术 Q1 Engineering Pub Date : 2024-01-25 DOI: 10.1080/1064119x.2024.2306986
Lu Ma, Yuzhe Ren, Jincheng Ren, Shan Chang, Xuemin Zhu, Kaiyu Fu, Huan Ye, Bi Sun
The geological environment of marine methane hydrate-bearing sediments (MHBS) is highly complex. Mastering the mechanical behavior of MHBS is crucial for analyzing geomechanical hazards and evaluat...
海洋含甲烷水合物沉积物(MHBS)的地质环境非常复杂。掌握含甲烷水合物沉积物(MHBS)的力学行为对分析地质力学危害和评估地质灾害至关重要。
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引用次数: 0
Experimental and numerical studies on lateral bearing characteristics of innovative gravel-filled canister-monopile (GCM) hybrid foundation 创新型砾石填充筒式单桩(GCM)混合地基侧向承载特性的实验和数值研究
IF 2.2 4区 工程技术 Q1 Engineering Pub Date : 2024-01-22 DOI: 10.1080/1064119x.2024.2304049
Xinchen Qiu, M. Hesham El Naggar, Kuihua Wang, Shuang Zhao, Juntao Wu
In recent years, the monopile foundation is increasingly utilized to support offshore wind turbines (OWT). However, as the OWT becomes larger, a larger monopile diameter is always required to resis...
近年来,越来越多地采用单桩地基来支撑海上风力涡轮机(OWT)。然而,随着海上风力涡轮机(OWT)变得越来越大,总是需要更大的单桩直径来承受更大的荷载。
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引用次数: 0
Air-boosted vacuum preloading method for land reclamation with vertical drains: Numerical and analytical solutions 利用垂直排水沟进行土地开垦的空气增压真空预载法:数值和分析解决方案
IF 2.2 4区 工程技术 Q1 Engineering Pub Date : 2024-01-22 DOI: 10.1080/1064119x.2023.2301422
Kuo Li, Chuanxun Li, Mengmeng Lu, Peng Wang
As an emerging ground treatment technique, the air-boosted vacuum preloading method accelerates the consolidation process of soils with vertical drains and enhances the bearing capacity and stabili...
作为一种新兴的地基处理技术,空气增压真空预压法可加速带有垂直排水沟的土壤的固结过程,并提高其承载能力和稳定性。
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引用次数: 0
Experimental study on the mechanical behavior of EICP-casein-treated calcareous sand 经 EICP-酪蛋白处理的钙质砂的力学行为实验研究
IF 2.2 4区 工程技术 Q1 Engineering Pub Date : 2024-01-18 DOI: 10.1080/1064119x.2023.2272169
Lin Liu, Linxian Gong, Yi Jin, Mengyan Shi, Zhazha Hu, Shuyue Zhu, Shunxi Liu, Tingchen Hao, Xu Guo
In order to protect and develop marine resources, it is essential to reinforce the calcareous sand foundation on coral reefs during engineering construction. This study proposes a novel approach th...
为了保护和开发海洋资源,必须在工程建设中加固珊瑚礁上的钙质砂地基。本研究提出了一种新颖的方法,可在珊瑚礁上加固钙质砂地基。
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引用次数: 0
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Marine Georesources & Geotechnology
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