派博傳思國際中心

標題: Titlebook: Current Trends in Civil Engineering and Engineering Sciences 2024, Vol 1; Proceedings of 4ICGE Mahdi Karkush,Deepankar Choudhury,Mohammed F [打印本頁]

作者: hector    時間: 2025-3-21 16:27
書目名稱Current Trends in Civil Engineering and Engineering Sciences 2024, Vol 1影響因子(影響力)




書目名稱Current Trends in Civil Engineering and Engineering Sciences 2024, Vol 1影響因子(影響力)學科排名




書目名稱Current Trends in Civil Engineering and Engineering Sciences 2024, Vol 1網(wǎng)絡公開度




書目名稱Current Trends in Civil Engineering and Engineering Sciences 2024, Vol 1網(wǎng)絡公開度學科排名




書目名稱Current Trends in Civil Engineering and Engineering Sciences 2024, Vol 1被引頻次




書目名稱Current Trends in Civil Engineering and Engineering Sciences 2024, Vol 1被引頻次學科排名




書目名稱Current Trends in Civil Engineering and Engineering Sciences 2024, Vol 1年度引用




書目名稱Current Trends in Civil Engineering and Engineering Sciences 2024, Vol 1年度引用學科排名




書目名稱Current Trends in Civil Engineering and Engineering Sciences 2024, Vol 1讀者反饋




書目名稱Current Trends in Civil Engineering and Engineering Sciences 2024, Vol 1讀者反饋學科排名





作者: Spartan    時間: 2025-3-21 23:27

作者: Emmenagogue    時間: 2025-3-22 02:16
An Investigation into the Modification of Rainfall Warning Thresholds of Slope Influenced by Earthqu prone to disasters such as landslides, mudslides, and debris flows are very frequent. Consequently, Taiwan has implemented high-standard disaster prevention and control measures, complemented by software-based strategies. Among these, the rainfall-triggered landslide warning threshold plays a cruci
作者: 事先無準備    時間: 2025-3-22 04:56
Effects of Oil Contamination on the Behavior of Clay Soil: “A Case Study of Maysan Refinery, Iraq”y in industry and transport. However, the growing global demand for petroleum products is leading to a number of negative consequences. The extraction of crude oil and the occurrence of spills and leaks have the potential to contaminate soils and alter their physical, mechanical and chemical propert
作者: Morphine    時間: 2025-3-22 10:12
Investigating the Effect of Nano-silica on the Geotechnical Behavior of Gypseous Soilon gypseous soil undergo significant deformations due to the soil’s ability to collapse. Nano-silica is now being used as an additive in geotechnical engineering to enhance the important properties of soils. This study provides a comprehensive review of the characteristics of nano-silica and its imp
作者: 高興一回    時間: 2025-3-22 15:19
The Effect of Geotextiles on the Geotechnical Properties of Gypseous Soilemi-arid regions of the world. As for Iraq, gypseous soils covers about (30–35) % of the total area of Iraq, as this type of soil is found in the Western Desert and extends to the southern parts of the country. Gypseous soils are considered strong soils, but they are subject to sudden collapse when
作者: 高興一回    時間: 2025-3-22 17:33

作者: Flounder    時間: 2025-3-22 23:03
Experimental Studies for Seismic Loading Effects on Shallow Foundations Resting on Sand: A Reviewhe earthquake’s influences on building foundations experimentally using manufactured devices like shaking tables and centrifuge equipment. Shallow foundations resting on dry and saturated cohesionless soils experienced excess settlement and bearing capacity failures during earthquakes due to liquefa
作者: 合并    時間: 2025-3-23 03:50

作者: 確定    時間: 2025-3-23 06:25

作者: 價值在貶值    時間: 2025-3-23 10:08
Seismic Loading Effects on Shallow Foundations Resting on Sands: A Review of Analytical Studiesrically to analyze and estimate the effects of earthquakes and to predict the settlement and bearing capacities for shallow foundations constructed on saturated and dry sandy soils. The earthquakes loading increase the pore water pressure in saturated sandy soils. The excessive pore water pressure i
作者: 浪費物質    時間: 2025-3-23 17:32
Using Geopolymer Technology in Soil Stabilization: A Reviewbilization. It offers the benefits of significantly reduced hazardous emissions and energy consumption. To produce geopolymers, two essential conditions must be fulfilled: the presence of source material abundant in Silicon (Si) and Aluminium (Al), and the addition of an alkali activator, such as so
作者: 懸掛    時間: 2025-3-23 18:30

作者: omnibus    時間: 2025-3-24 01:52

作者: cultivated    時間: 2025-3-24 05:02

作者: FIN    時間: 2025-3-24 09:36
Finite Element Analysis of Strip Footing on Geogrid- Reinforced Soilble materials like clay. Therefore, it is crucial to research soil enhancement methods to prevent such issues. This paper‘s purpose is to investigate the impact of various dimensions of reinforced foundations on the bearing capacity characteristics. The study evaluated various parameters, such as di
作者: 泥土謙卑    時間: 2025-3-24 10:58

作者: 火海    時間: 2025-3-24 15:29
Baghdad Site Response Analysis for Temporal Dynamics and Seismic Intensity to Define Liquefaction Th especially in Baghdad. This work is concerned with assessing Baghdad soil liquefaction potential under actual earthquakes in Iraq with high-intensity effects when the intensity and period change. According to the U.S. Geological Survey, the intensity of earthquakes globally is not increasing. Also,
作者: 想象    時間: 2025-3-24 20:47

作者: Jocose    時間: 2025-3-25 01:20
Hilfe naht?– Entdecken Sie Ihre nal slope strength under different seismic scales for various slope gradients and soil properties. The aim is to establish an adaptive mechanism for adjusting rainfall warning thresholds under different scenarios. The research indicates that slopes composed of medium dense sandy soil exhibit the mos
作者: 鐵砧    時間: 2025-3-25 04:07

作者: 忘川河    時間: 2025-3-25 07:44
General Aspects of Sample Preparationcent (33–350%) and (14–72%) for cohesion and angle of internal friction, respectively. Also, the nano material leads to increase both the optimum water content (12–62%), and liquid limits (36–109%). At another hand, nano-silica contributed to decrease in the collapse index from 9.05 to 4.65%, maximu
作者: 顛簸下上    時間: 2025-3-25 13:23
General Aspects of Sample Preparationltimate bearing capacity of foundations based on gypseous soils. The foundation is built from a strong 10?mm thick steel plate measuring 100 × 100 mm. In this study are the depth of the geotextile layer, which was placed at depths (0.1B, 0.2B, 0.4B, 0.8B and B) of the width of the foundation used. T
作者: surmount    時間: 2025-3-25 19:22
https://doi.org/10.1007/978-3-662-05050-7ements close to the wall bases were not enough to produce active pressures, and the measured earth pressures near the wall bases were in good agreement with the at-rest pressures. Changes in earth pressure were caused by variations in the water table level, and excavation activities reduced the late
作者: Statins    時間: 2025-3-25 22:35

作者: Texture    時間: 2025-3-26 03:22
https://doi.org/10.1007/978-3-031-08763-9thquakes on the sand. The use of a variety of developed software in numerical analysis became an interest for geotechnical engineers and researchers. The study attempted to include the most recent analytical studies especially those dependent on experimental works with a variety of topics and effect
作者: 有罪    時間: 2025-3-26 05:55
https://doi.org/10.1007/978-3-642-54868-0tabilising agents to improve the soil‘s resistance properties, as analysed by geotechnical specialists. Studies have demonstrated that the incorporation of geopolymer materials, such as fly ash and slag, enhances many soil properties, including compaction, permeability, and resistance to deformation
作者: Pcos971    時間: 2025-3-26 09:38

作者: Morbid    時間: 2025-3-26 15:07

作者: 嘴唇可修剪    時間: 2025-3-26 18:30

作者: 事情    時間: 2025-3-26 22:26
Alok Kumar Kanungo,Laure Dussubieuxerpendicular distance between layers, the number of layers, and the width of geogrid layers. The study‘s findings demonstrate that the addition of soil reinforcing improved the performance of the strip footing. Findings regarding the optimal parameters for geogrid reinforcement (geogrid width?=?2B,
作者: Folklore    時間: 2025-3-27 01:12

作者: granite    時間: 2025-3-27 05:46

作者: 令人不快    時間: 2025-3-27 12:35

作者: Urea508    時間: 2025-3-27 14:28

作者: 鋼筆記下懲罰    時間: 2025-3-27 18:56

作者: florid    時間: 2025-3-27 23:17

作者: 補角    時間: 2025-3-28 03:24
The Effect of Geotextiles on the Geotechnical Properties of Gypseous Soilltimate bearing capacity of foundations based on gypseous soils. The foundation is built from a strong 10?mm thick steel plate measuring 100 × 100 mm. In this study are the depth of the geotextile layer, which was placed at depths (0.1B, 0.2B, 0.4B, 0.8B and B) of the width of the foundation used. T
作者: 怎樣才咆哮    時間: 2025-3-28 08:19

作者: 使出神    時間: 2025-3-28 12:52

作者: 元音    時間: 2025-3-28 16:10

作者: 愚蠢人    時間: 2025-3-28 20:58

作者: 贊成你    時間: 2025-3-29 01:42
Enhancement of the Geotechnical Characteristics of Stabilized Clayey Soil with Chicken Bone Powder T4.02, and 37.37% for stabilized samples subjected to 3, 7, 17, and 28 cycles, respectively. Furthermore, the unconfined compressive strength (UCS) values of the CBP-C-stabilized soil were found to increase continuously with the increase in F-T cycles. The strength at 28th cycles reached 9.25 folds c
作者: overbearing    時間: 2025-3-29 06:30

作者: Meditate    時間: 2025-3-29 10:04

作者: 名字的誤用    時間: 2025-3-29 12:48

作者: Crepitus    時間: 2025-3-29 17:22

作者: modest    時間: 2025-3-29 23:03

作者: 大炮    時間: 2025-3-30 02:00

作者: Dislocation    時間: 2025-3-30 07:07

作者: 和音    時間: 2025-3-30 09:06

作者: KIN    時間: 2025-3-30 15:54
Conference proceedings 20252024, at .at Warith Al-Anbiyaa University, Karbala, Iraq.. This proceeding discusses the latest research and studies in geotechnical engineering and all related topics in different fields such as civil engineering, environmental engineering, and architectural engineering. This book gives participant
作者: surrogate    時間: 2025-3-30 17:55

作者: 不感興趣    時間: 2025-3-31 00:39

作者: 生意行為    時間: 2025-3-31 04:00
Kristian Kristiansen,Timothy Earlee of the experimental works on different soil sand relative densities and raft foundation models using various devices in types and sizes to examine the effect of earthquakes in addition to experimental methods to improve sand.
作者: 圖表證明    時間: 2025-3-31 05:32
Unsaturated Conditions of Gypsum Sand Soils and Its Improvement with CKD Materialnsaturated tests were done. The findings of these results are by increasing the matric suction, the volumetric strains are decreased, and the optimum percent of CKD material was 1%. This work could be used when dealing with such soil by using CKD materials as a west material.
作者: 清唱劇    時間: 2025-3-31 12:11

作者: Flawless    時間: 2025-3-31 16:11

作者: cardiac-arrest    時間: 2025-3-31 20:01

作者: CANON    時間: 2025-4-1 01:09

作者: Fretful    時間: 2025-4-1 04:43





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