標(biāo)題: Titlebook: Recent Research on Geotechnical Engineering, Remote Sensing, Geophysics and Earthquake Seismology; Proceedings of the 1 Attila ?iner,Zeynal [打印本頁(yè)] 作者: Flange 時(shí)間: 2025-3-21 18:18
書(shū)目名稱(chēng)Recent Research on Geotechnical Engineering, Remote Sensing, Geophysics and Earthquake Seismology影響因子(影響力)
書(shū)目名稱(chēng)Recent Research on Geotechnical Engineering, Remote Sensing, Geophysics and Earthquake Seismology影響因子(影響力)學(xué)科排名
書(shū)目名稱(chēng)Recent Research on Geotechnical Engineering, Remote Sensing, Geophysics and Earthquake Seismology網(wǎng)絡(luò)公開(kāi)度
書(shū)目名稱(chēng)Recent Research on Geotechnical Engineering, Remote Sensing, Geophysics and Earthquake Seismology網(wǎng)絡(luò)公開(kāi)度學(xué)科排名
書(shū)目名稱(chēng)Recent Research on Geotechnical Engineering, Remote Sensing, Geophysics and Earthquake Seismology被引頻次
書(shū)目名稱(chēng)Recent Research on Geotechnical Engineering, Remote Sensing, Geophysics and Earthquake Seismology被引頻次學(xué)科排名
書(shū)目名稱(chēng)Recent Research on Geotechnical Engineering, Remote Sensing, Geophysics and Earthquake Seismology年度引用
書(shū)目名稱(chēng)Recent Research on Geotechnical Engineering, Remote Sensing, Geophysics and Earthquake Seismology年度引用學(xué)科排名
書(shū)目名稱(chēng)Recent Research on Geotechnical Engineering, Remote Sensing, Geophysics and Earthquake Seismology讀者反饋
書(shū)目名稱(chēng)Recent Research on Geotechnical Engineering, Remote Sensing, Geophysics and Earthquake Seismology讀者反饋學(xué)科排名
作者: 不溶解 時(shí)間: 2025-3-21 20:40 作者: 蒸發(fā) 時(shí)間: 2025-3-22 04:16 作者: Ganglion-Cyst 時(shí)間: 2025-3-22 05:21
978-3-031-43220-0The Editor(s) (if applicable) and The Author(s), under exclusive license to Springer Nature Switzerl作者: lacrimal-gland 時(shí)間: 2025-3-22 11:18 作者: Mumble 時(shí)間: 2025-3-22 14:04
Mouad Kachiche,Abdelaziz Mridekh,Mohamed E. Bouhaddioui,Jaouad Dabounou,Atika Fahmi作者: PHAG 時(shí)間: 2025-3-22 18:56
Togani Cahyadi Upomo,Muhsiung Chang,Rini Kusumawardani,Galih Ady Prayitno,Ren-Chung Huang,Muhammad H作者: 連鎖,連串 時(shí)間: 2025-3-23 00:43 作者: 平 時(shí)間: 2025-3-23 05:15
Jorge Alva,Carmen Ortiz,Nicola Tarque,Joseph Montero作者: alcohol-abuse 時(shí)間: 2025-3-23 09:14 作者: modifier 時(shí)間: 2025-3-23 13:43 作者: Prophylaxis 時(shí)間: 2025-3-23 15:17 作者: 防水 時(shí)間: 2025-3-23 18:17
Lemankreo Bakaiyang,Myriam Duc,Yasmina Boussafir,Fabien Szymkiewicz,Jérémie Madjadoumbaye作者: 完成才會(huì)征服 時(shí)間: 2025-3-24 00:42 作者: faucet 時(shí)間: 2025-3-24 04:21
Melda Yücel,Zülal Akbay Arama,Hazal Berrak Gen?dal,Begüm Ba?bu?,Edip Se?kin作者: creatine-kinase 時(shí)間: 2025-3-24 06:31
Recent Research on Geotechnical Engineering, Remote Sensing, Geophysics and Earthquake SeismologyProceedings of the 1作者: 地名表 時(shí)間: 2025-3-24 14:08
Geotechnical Properties of Artificially Produced Soilslar soils in addition to finer content. Then, physical parameters are determined by laboratory experiments such as specific gravity, sieve and hydrometer analysis, and consistency limits. At the same time, mechanical properties are obtained via the shear box test as an internal friction angle and ma作者: Congruous 時(shí)間: 2025-3-24 16:17 作者: 刀鋒 時(shí)間: 2025-3-24 20:50 作者: 消毒 時(shí)間: 2025-3-25 02:53
Estimating in Situ Deep Soil Dynamic Properties Using PS Suspension Logging and Accelerograph Recordtheoretical ellipticity of Rayleigh waves, two predominant periods have been found: T?=?0.63?s and T?=?3.1?s. Therefore, the shear wave velocity profile has V.?=?276?m/s and is classified as type D, according to the ASCE 7–16-2016 standard.作者: 污點(diǎn) 時(shí)間: 2025-3-25 05:56
Effect of Variabilities in Motion Characteristics and Bedrock Depth on Seismic Ground Response Asses energy content for large bedrock depth. At the same time, the de-amplification in energy content is almost similar for all the models at 25?m depth. On the contrary, the modification in frequency content is always higher for larger bedrock depth. A regression equation has been proposed to predict t作者: 傷心 時(shí)間: 2025-3-25 11:30 作者: Coordinate 時(shí)間: 2025-3-25 15:29
Assessment of Collapse Potential of Lumped Soil in Alluvial Deposit by Double Consolidation Testsollapsible lumps is almost doubled compared to soil containing 50% collapsible lumps and 50% sand in the mixture. The results of this study also provided insight into the volume change behavior of the soil mixture in saturated and unsaturated conditions. These experimental results and proposed guide作者: PALMY 時(shí)間: 2025-3-25 17:26 作者: Eosinophils 時(shí)間: 2025-3-25 23:06
The Generalized Coefficients of Earth Pressure: Numerical Validation and Comparison with Eurocode 8-sults with the respective finite element analysis results. The comparison showed that the proposed expressions are excellent tools for calculating earth pressures and displacements. The results were also compared against the respective ones obtained using EN 1998-5:2004 and the prEN 1998-5 (2021 dra作者: GOAD 時(shí)間: 2025-3-26 03:15
Evaluation of the Influence of Olive Pomace Addition on the Geotechnical Properties of Clay Soilhear resistance properties increase. On the other hand, the highest shear strength properties of the treated soil were obtained for the additions of 4 and 6% of olive pomace. Overall, it can be concluded that olive pomace can be considered an ecological and economical solution for treating clay soil作者: arabesque 時(shí)間: 2025-3-26 04:22 作者: 幾何學(xué)家 時(shí)間: 2025-3-26 09:30 作者: Interdict 時(shí)間: 2025-3-26 15:56
2522-8714 ploration/theoretical geophysics, geological engineering, geotechnical engineering and geoenvironment, geo-informatics, remote sensing and geohazards, basement architecture and potential data, and numerical and analytical methods in mining sciences and geomechanics..978-3-031-43220-0978-3-031-43218-7Series ISSN 2522-8714 Series E-ISSN 2522-8722 作者: BOAST 時(shí)間: 2025-3-26 18:22 作者: 友好關(guān)系 時(shí)間: 2025-3-27 00:03
Geotechnical Properties of Artificially Produced Soilsed clearly according to mechanical and physical parameters. However, sometimes irregularities of soil grains affect the experimental results in terms of shape and structure. In this study, an artificial granular material is produced thanks to three-dimensional printing technology to solve this probl作者: conjunctiva 時(shí)間: 2025-3-27 03:10
Classification Artificial Intelligence Algorithms Coupled with Clustering Algorithms: A Potential Te, it isn’t easy to develop a model considering all the independent soil variables. To overcome this limitation, this paper demonstrates that combining two artificial intelligence (AI) techniques could be worthwhile to assess soil liquefaction susceptibility based on the cone penetration test (CPT) d作者: Biofeedback 時(shí)間: 2025-3-27 07:08
Estimation of Site Response Characteristics by a Comparative Study of Numerical Modeling in Adapazarsedimentary basin of Adapazar? takes its place. The study discusses the seismic site response problem considering one-dimensional earthquake wave propagation. To assist the engineers in improving a trustable site response model (for geotechnical earthquake studies) considering elastic base layers th作者: DOTE 時(shí)間: 2025-3-27 11:29 作者: 范圍廣 時(shí)間: 2025-3-27 16:10 作者: 傳染 時(shí)間: 2025-3-27 20:05
Estimating in Situ Deep Soil Dynamic Properties Using PS Suspension Logging and Accelerograph Recordity are currently being used for that purpose. In this study, for determining the dynamic soil properties, accelerograph records and the P-S suspension logging system were used to measure the (P) compressional-wave and (S) shear-wave seismic velocity of deep soil. For this last survey, a 42-m deep w作者: 處理 時(shí)間: 2025-3-28 00:39
Effect of Variabilities in Motion Characteristics and Bedrock Depth on Seismic Ground Response Assess. Hence, the present study focuses on assessing the impact of half-space depth on seismic ground response using nonlinear 1-D numerical analysis. The properties of Nevada sand and calibrated nonlinear parameters available in the literature have been used for constructing the numerical models. This 作者: landmark 時(shí)間: 2025-3-28 03:33 作者: semiskilled 時(shí)間: 2025-3-28 09:33
Assessment of Collapse Potential of Lumped Soil in Alluvial Deposit by Double Consolidation Testsegions, quantifying the collapse phenomenon in alluvial soil is essential for safe foundation design. This paper illustrates the assessment of the collapse potential of Ganga basin alluvial sand deposits to quantify the amount of soil settlement. A series of double consolidation tests have been cond作者: 他姓手中拿著 時(shí)間: 2025-3-28 11:55
Influence of Grain Size Distribution into the Desiccated Crack Behavior of Lateritic Soilhas been exposed to and the lateritic soil‘s mineralogical composition. The study area is located at Sungai Merab, Bangi, Selangor, with lateritic soils dominating the landscape. Two samples, (S-O) and (S-F), each with in-situ and fine-grained grain size distribution, were prepared to assess the inf作者: 散開(kāi) 時(shí)間: 2025-3-28 16:42 作者: 一大塊 時(shí)間: 2025-3-28 21:38 作者: 一大塊 時(shí)間: 2025-3-29 02:15 作者: landmark 時(shí)間: 2025-3-29 06:01 作者: 天氣 時(shí)間: 2025-3-29 09:51
Mixing Nanoclay Additive to Improve Internal Erosion Resistance of Earth Dams Constructed of Silty Srouting or mixing additives with the soil. In the present study, nanoclay (NC) was investigated as an?additive for silty sand soil, considering 1 and 1.5?wt.% NC additions, employing curing periods of 1, 7, 14, and 28-days for the soil–NC mixtures. Homogeneous model dams were then prepared by compac作者: 宣稱(chēng) 時(shí)間: 2025-3-29 12:45 作者: Fibrinogen 時(shí)間: 2025-3-29 18:01
Use of Heuristic Regression Techniques in Stability Control of Cantilever Retaining Wallsn techniques have been preferred to gain results quickly. In this study, heuristic regression techniques, including the M5 model tree and the Multivariate Adaptive Regression Splines, have been employed to investigate the model that provides sliding, overturning, and bearing capacity safety factors.作者: LOPE 時(shí)間: 2025-3-29 19:58 作者: 維持 時(shí)間: 2025-3-30 01:42 作者: 污穢 時(shí)間: 2025-3-30 06:12 作者: mortgage 時(shí)間: 2025-3-30 10:58 作者: Confess 時(shí)間: 2025-3-30 13:49
Use of Heuristic Regression Techniques in Stability Control of Cantilever Retaining Wallsafety factors have been obtained as 0.046, 0.008, 0.462 for sliding, 0.036, 0.007, 0.275 for overturning, and 0.999, 0.999, 0.998 for bearing capacity, respectively. This result demonstrates that an improved model by heuristic regression techniques for the cantilever retaining wall’s stability check can be employed reliably and effectively.作者: 大包裹 時(shí)間: 2025-3-30 18:53 作者: 變異 時(shí)間: 2025-3-30 23:38
ANNs-Based Prediction Models for Consistency and Compaction Characteristics of Bentonite–Sand Mixturase the determination process of mixtures. Consequently, the applicability of the suggested expressions has been checked by the determination and comparison of well-known international metric measurements.作者: 煩憂 時(shí)間: 2025-3-31 04:05
Conference proceedings 2024pectrum of geological, geotechnical, and geophysical topics, this book presents a series of newest research studies that are nowadays relevant to Middle East, Mediterranean region, and Africa..The book includes the latest research studies on seismic hazard and risk assessment, earthquake geodesy, se作者: JUST 時(shí)間: 2025-3-31 08:51
2522-8714 nics, geomechanics, and geohazards.Sheds the light on usage .This edited book is based on the accepted papers for presentation at the 1st MedGU Annual Meeting, Istanbul, 2021. With five parts spanning a large spectrum of geological, geotechnical, and geophysical topics, this book presents a series o作者: trigger 時(shí)間: 2025-3-31 09:22
2662-2866 ncepts. To assist professors, slides, Microsoft Excel illustrations, working data and sample syllabi are available online for download..978-3-031-28269-0978-3-031-28267-6Series ISSN 2662-2866 Series E-ISSN 2662-2874 作者: 完成 時(shí)間: 2025-3-31 16:08 作者: 懲罰 時(shí)間: 2025-3-31 20:06
https://doi.org/10.1007/978-981-97-7502-6Water Resources; Ocean Engineering; water resources management; Environmental Engineering; Water Quality作者: 言外之意 時(shí)間: 2025-3-31 21:48
Book 1986nd gas-solid multiphase flows, respectively. The first chapter in the present volume is by Professor A. E. Dukler of the University of Houston, Texas, and Professor Y. Taitel of Tel-Aviv University, Israel.
