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New critical state constitutive model considering particle breakage implicitly for uncemented carbonate sands 隐含考虑非胶结碳酸盐砂颗粒破碎的新临界状态构造模型
IF 2.2 4区 工程技术 Q3 ENGINEERING, GEOLOGICAL Pub Date : 2024-07-01 DOI: 10.1080/1064119x.2024.2372362
Sajjad Shakeri Talarposhti, Ali Akbar Hesmati, Hossein Salehzadeh
One of the main problems of carbonate sands is the fragile nature of particles and their susceptibility to breakage. Carbonate sands are affected by volumetric strain even at low stress levels, whi...
碳酸盐砂的主要问题之一是颗粒脆弱,容易破碎。碳酸盐砂即使在应力水平较低的情况下也会受到体积应变的影响,这就导致了碳酸盐砂的破碎。
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引用次数: 0
A review of submarine landslides associated with rapid sedimentation 与快速沉积有关的海底滑坡综述
IF 2.2 4区 工程技术 Q3 ENGINEERING, GEOLOGICAL Pub Date : 2024-07-01 DOI: 10.1080/1064119x.2024.2367115
Zehao Wang, Defeng Zheng, Xingsen Guo, Zhongde Gu, Chenglin Yan, Tingkai Nian
Submarine landslides are a critical geological process that significantly influences seafloor stability and geological evolution, making them a focal point of geological disaster research. Particul...
海底滑坡是一个重要的地质过程,对海底稳定性和地质演化有重大影响,因此成为地质灾害研究的一个焦点。尤其是海底...
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引用次数: 0
Method for calculating the bearing capacities of caisson foundations considering the effects of caisson construction 考虑沉箱结构影响的沉箱地基承载力计算方法
IF 2.2 4区 工程技术 Q3 ENGINEERING, GEOLOGICAL Pub Date : 2024-06-27 DOI: 10.1080/1064119x.2024.2370485
De-jie Li, Xu-tao Zeng, Chong Shi, Lie-wang Qiu
Theoretical analysis of the effects of caisson on the bearing capacities of large caisson foundations was performed, with the slip line simplified as a polyline. Based on the limit balance of force...
通过将滑移线简化为折线,对沉箱对大型沉箱地基承载力的影响进行了理论分析。基于力的极限平衡...
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引用次数: 0
Hydrocarbon microseepages in the kerkennah islands, Eastern Tunisia: Integrated surface geochemical and geoelectrical prospecting approaches 突尼斯东部凯尔肯纳群岛的碳氢化合物微渗流:地表地球化学和地质电学综合勘探方法
IF 2.2 4区 工程技术 Q3 ENGINEERING, GEOLOGICAL Pub Date : 2024-06-27 DOI: 10.1080/1064119x.2024.2369692
Syrine Baklouti, Chaouki Khalfi, Bacem Rabii Ben Abdallah, Mohamed Sedik Mahmoud Bougi, Mohamed Ksibi, Mohamed Abdul Rasheed, Pls Rao, Syed Zaheer Hasan, Riadh Ahmadi
Oil exploration is usually carried out using conventional techniques such as seismic reflection and exploratory drilling. However, these techniques are very costly with a high risk of dry holes or ...
石油勘探通常采用地震反射和勘探钻井等传统技术。然而,这些技术成本高昂,而且很有可能出现干孔或...
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引用次数: 0
Predicting the penetration depth and towing resistance of beam trawl fishing gears in sand 预测沙中梁拖网渔具的穿透深度和拖曳阻力
IF 2.2 4区 工程技术 Q3 ENGINEERING, GEOLOGICAL Pub Date : 2024-06-24 DOI: 10.1080/1064119x.2024.2361009
Bithin Ghorai, Justin Tiano, Pieke Molenaar, Karline Soetaert, Geert Keetels
Accurate characterization of mechanical perturbations on the seabed is essential for developing models assessing the environmental impacts from physical disturbances. Furthermore, understanding the...
要建立评估物理扰动对环境影响的模型,就必须准确描述海底机械扰动的特征。此外,了解...
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引用次数: 0
Optimizing straw in rheology and compression–permeability of cemented dredged slurry 优化固结疏浚泥浆的流变性和压缩渗透性
IF 2.2 4区 工程技术 Q3 ENGINEERING, GEOLOGICAL Pub Date : 2024-06-24 DOI: 10.1080/1064119x.2024.2366516
Guizhong Xu, Fahong Wu, Weijuan Geng
This study investigated the rheological and compression–permeability attributes of dredged slurry reinforced using waste rice straws. Recognizing the potential of natural waste fibers in geotechnic...
本研究调查了使用废稻草加固的疏浚泥浆的流变性和压缩渗透属性。由于认识到天然废纤维在土工技术中的潜力,这项研究对利用废稻草加固疏浚泥浆的流变和压缩渗透属性进行了研究。
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引用次数: 0
Evaluation of carbon dioxide storage potential in wells of the Bredasdorp Basin offshore South Africa 南非近海布雷达斯多普盆地油井二氧化碳封存潜力评估
IF 2.2 4区 工程技术 Q3 ENGINEERING, GEOLOGICAL Pub Date : 2024-06-22 DOI: 10.1080/1064119x.2024.2362299
Luyanda Ngcobo, Blessing Afolayan, Mimonitu Opuwari
This study focuses on determining how carbon dioxide (CO2) storage can be stored in the central Bredasdorp basin offshore South Africa. Logs, seismic lines, and reports of three exploration wells w...
这项研究的重点是确定如何在南非近海布雷达斯多普盆地中部封存二氧化碳(CO2)。三口勘探井的测井记录、地震测线和勘探报告将用于确定二氧化碳(CO2)的封存方式。
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引用次数: 0
Undrained strength prediction for fine-grained soils with various diatom microfossil contents 不同硅藻微化石含量的细粒土的不排水强度预测
IF 2.2 4区 工程技术 Q3 ENGINEERING, GEOLOGICAL Pub Date : 2024-06-21 DOI: 10.1080/1064119x.2024.2369151
Xianwei Zhang, Xinyu Liu, Gang Wang
Fine-grained soils containing diatom microfossils exhibit unique geotechnical behavior due to their biological origins, but their strength properties controlled jointly by diatom content (DC) and s...
含有硅藻微化石的细粒土因其生物起源而表现出独特的岩土力学特性,但其强度特性却受硅藻含量(DC)和硅藻...
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引用次数: 0
Equivalent state parameter dependency on gradation properties of medium sand-fines mixtures 等效状态参数与中砂-细砂混合物级配特性的关系
IF 2.2 4区 工程技术 Q3 ENGINEERING, GEOLOGICAL Pub Date : 2024-06-19 DOI: 10.1080/1064119x.2024.2367740
Abdellah Cherif Taiba, Youcef Mahmoudi, Leila Hazout, Mostefa Belkhatir
Multiple studies confirm that determining the liquefaction resistance of sand-silt mixtures is more intricate compared to pure sand. Furthermore, it has been observed that the global void ratio fai...
多项研究证实,与纯砂相比,确定砂-淤泥混合物的抗液化性更为复杂。此外,研究还发现,整体空隙率会影响砂...
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引用次数: 0
Influence of consolidation on undrained capacity of two interfering footings on heterogeneous clays 固结对异质粘土上两个相邻基脚排水能力的影响
IF 2.2 4区 工程技术 Q1 Engineering Pub Date : 2024-05-25 DOI: 10.1080/1064119x.2024.2356094
Su Han Park, Joon Kyu Lee
The effect of consolidation on the undrained capacity of two interfering footings has not been investigated previously in a systematic manner, although this is particularly interest for offshore fo...
固结对两个相互影响的基脚的排水能力的影响以前没有系统地研究过,尽管这对近海基脚特别重要。
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引用次数: 0
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