標題: Titlebook: Geotechnical Engineering and Sustainable Construction; Sustainable Geotechn Mahdi O. Karkush,Deepankar Choudhury Conference proceedings 202 [打印本頁] 作者: 迅速 時間: 2025-3-21 18:13
書目名稱Geotechnical Engineering and Sustainable Construction影響因子(影響力)
書目名稱Geotechnical Engineering and Sustainable Construction影響因子(影響力)學科排名
書目名稱Geotechnical Engineering and Sustainable Construction網(wǎng)絡公開度
書目名稱Geotechnical Engineering and Sustainable Construction網(wǎng)絡公開度學科排名
書目名稱Geotechnical Engineering and Sustainable Construction被引頻次
書目名稱Geotechnical Engineering and Sustainable Construction被引頻次學科排名
書目名稱Geotechnical Engineering and Sustainable Construction年度引用
書目名稱Geotechnical Engineering and Sustainable Construction年度引用學科排名
書目名稱Geotechnical Engineering and Sustainable Construction讀者反饋
書目名稱Geotechnical Engineering and Sustainable Construction讀者反饋學科排名
作者: impale 時間: 2025-3-21 23:47
https://doi.org/10.1007/978-1-349-22478-4aminated soils that have been compacted at optimum moisture content. Results show that shear strength decreased with an increased percentage of crude oil. The maximum value of cohesion obtained at 8% was 62?kPa.作者: 先鋒派 時間: 2025-3-22 03:19 作者: cruise 時間: 2025-3-22 06:41 作者: DRILL 時間: 2025-3-22 11:58 作者: evaculate 時間: 2025-3-22 14:14 作者: evaculate 時間: 2025-3-22 18:39
Tsunami Waves, Causes and Its Implications: A Review the Arab Gulf and Iraq are also presented. Then the principles of tsunami generation, involving earthquakes, landslides, and volcanic will be discussed. The tsunami propagation, inundation, and interaction with the coastal structures will be reviewed in brief. Also, the paper reviews some previous studies on tsunami simulation.作者: 易彎曲 時間: 2025-3-23 01:08
Evaluation of Dam Breach Parameters Using Different Approaches for Earth-Fill Dam in order to predict the parameters of dam break for use in the model. In this case, additional water levels for each method were considered. It can be seeming that the most suitable to estimate the parameters of dam breach is USBR approach.作者: Chagrin 時間: 2025-3-23 02:57 作者: minimal 時間: 2025-3-23 08:23 作者: BALK 時間: 2025-3-23 09:44 作者: 供過于求 時間: 2025-3-23 16:04
Groundwater Analysis Based on the Hydrogeological Model of Taichung Basin, Taiwanient around 0.1?cm/s, however, the areas to the north, near the Dajia River, exhibit a lower seepage coefficient around 0.02?cm/s. The results suggest that the southern part of Taichung basin possess the potential of flooding induced outflow of groundwater. The flooding due to surface flow could be stagnated by the groundwater as well.作者: 混合物 時間: 2025-3-23 18:26
Geotechnical Engineering and Sustainable ConstructionSustainable Geotechn作者: Adrenal-Glands 時間: 2025-3-23 22:33 作者: 性別 時間: 2025-3-24 04:19
https://doi.org/10.1057/9780230285972t with the geotextile layers. The results showed a considerable increase in bearing capacity and the increase of volume change when using the triple phase pattern with the allowable bearing capacity increase for reinforced gypseous soil, especially with the increasing reinforcement layers at the tri作者: ALIBI 時間: 2025-3-24 10:06
https://doi.org/10.1057/9781137305497ance matrices could be demonstrated in a similar level of?complexity using both conventional and alternative unsaturated stress state variables. For cross-anisotropic unsaturated soils, alternative unsaturated stress state variables successfully formed a manageable level of complexity in formulating作者: 極端的正確性 時間: 2025-3-24 14:03
https://doi.org/10.1057/9780230245679oil without Dc voltage. The results showed the soil response for the electroosmosis technique, which improves the settlement of soil. The optimum voltage level is reported to be between 15 and 20?V DC voltage. The maximum reported degree of improvement for 15?V was 70%, while in 20?V, such level may作者: Endearing 時間: 2025-3-24 16:26
James Henderson,Alastair Fergusonnsaturated conditions exhibited higher shear strength corresponding to those tested under saturated conditions. The results indicate that an increasing the specimen density caused an increase in the maximum shear strength in each of two shear box sizes.作者: 會犯錯誤 時間: 2025-3-24 20:02 作者: 玩笑 時間: 2025-3-25 01:02 作者: 釘牢 時間: 2025-3-25 04:24
Towards a Pedagogy of Practice-as-Researchess and sensors level. The tests results show the soil resistivity sharply decreased with the decrease in matric suction, especially at medium range of soil suction (i.e., 1000–100?kPa), then the relationship will be relatively constant for all measurements levels. Also, the void ratio sharply decre作者: isotope 時間: 2025-3-25 08:57 作者: 有抱負者 時間: 2025-3-25 14:45 作者: Hyperplasia 時間: 2025-3-25 17:40 作者: Hectic 時間: 2025-3-25 20:49 作者: extrovert 時間: 2025-3-26 03:31 作者: pus840 時間: 2025-3-26 07:45
Maelis Karlsson Lohmander,Susanne Garvisrease of?~?1.52 fold in factor of safety at φ′?=?30° and c′?=?5?kPa, was obtained when the water table dropped 3?m from the surface (full saturation). This was equivalent to model the fully saturated case at φ′?=?30° but with c′ ≈ 9?kPa. Failure mechanisms were also studied using a variety of cases 作者: moratorium 時間: 2025-3-26 11:17 作者: lipids 時間: 2025-3-26 15:25 作者: Afflict 時間: 2025-3-26 19:19
Improving the Gypseous Soil Bearing Capacity Using Geotextile Reinforcement Under Dry Conditiont with the geotextile layers. The results showed a considerable increase in bearing capacity and the increase of volume change when using the triple phase pattern with the allowable bearing capacity increase for reinforced gypseous soil, especially with the increasing reinforcement layers at the tri作者: LAY 時間: 2025-3-26 21:01 作者: incarcerate 時間: 2025-3-27 04:50
The Effect of Electric Field on the Settlement Behavior to Improve Gypseous Soiloil without Dc voltage. The results showed the soil response for the electroosmosis technique, which improves the settlement of soil. The optimum voltage level is reported to be between 15 and 20?V DC voltage. The maximum reported degree of improvement for 15?V was 70%, while in 20?V, such level may作者: 痛打 時間: 2025-3-27 07:58
The Scale Effects on the Shear Strength Behavior of Silty Sand Soil in Direct Shear Testsnsaturated conditions exhibited higher shear strength corresponding to those tested under saturated conditions. The results indicate that an increasing the specimen density caused an increase in the maximum shear strength in each of two shear box sizes.作者: Anticoagulant 時間: 2025-3-27 13:26
Tunnel-Soil-Structure Interaction Under Seismic Load, soil, and structure. The horizontal displacement of the building increased under the seismic load when the axis of the building coincided with the tunnel (X/D?=?0), and the maximum displacement was obtained at a distance (X/D?=?1). The horizontal displacement decreased with the increase in the hor作者: 致詞 時間: 2025-3-27 14:31
Effect of Microbial Induced Calcite Precipitation on Shear Strength of Gypseous Soil in Dry and Soak gravity fed to the samples and treated for four days. The precipitation of calcite causes a significant increase in the angle of internal friction and cohesion of gypseous soils by increasing the ratio of injected bacterial solution in both dry and soaking conditions.作者: Insulin 時間: 2025-3-27 18:46
Suction—Resistivity Relationship in Unsaturated Gypseous Soiless and sensors level. The tests results show the soil resistivity sharply decreased with the decrease in matric suction, especially at medium range of soil suction (i.e., 1000–100?kPa), then the relationship will be relatively constant for all measurements levels. Also, the void ratio sharply decre作者: 比目魚 時間: 2025-3-27 22:34
Assessment of Effect of Tidal Level and Footing Proximities on Retaining Wall-Grain Interactions Usi the plane-strain condition were examined based on the finite element method (FEM) using ANSYS software. In general, the results show a good level of agreement between the hypothesis results (analytical solution) and simulations conducted here. Overall, relatively higher displacement and stress meas作者: 束以馬具 時間: 2025-3-28 05:53 作者: 碌碌之人 時間: 2025-3-28 07:52
Design and Manufacturing of Rainfall Simulator Machine for the Soil Erosion Investigationn steep channels called (Gullies). The calibration of the machine and verification of the testing showed that the machine is applicable to use in the laboratory work to simulate the rainfall correctly and can be used to inspect other hydraulic engineering problems.作者: Default 時間: 2025-3-28 14:00 作者: JIBE 時間: 2025-3-28 14:59 作者: 重畫只能放棄 時間: 2025-3-28 21:29 作者: 謙虛的人 時間: 2025-3-28 23:13
Improving the Gypseous Soil Bearing Capacity Using Geotextile Reinforcement Under Dry Conditional problem of this soil is the significant reduction of its bearing capacity upon loading and/or wetting processes due to the dissolution of gypseous cementing bonds. This study aims to improve the soil‘s bearing capacity by using geosynthetics material in single, double, and triple distribution pat作者: 巨碩 時間: 2025-3-29 05:17 作者: Favorable 時間: 2025-3-29 07:24
Triaxial Compression Behavior of Sandy Soil Polluted with Crude Oilxial compression tests. In assessing an engineering problem, shear strength can be seen as a geotechnical property of soil. Therefore, the purpose of using the triaxial test on the polluted soil is to investigate the shear strength of the soil due to the appearance of the crude oil contaminated. Pol作者: Osmosis 時間: 2025-3-29 11:50
Isotropic and Cross-Anisotropic Stiffness Parameters for Unsaturated Soils Using Conventional and Biated stress state variables (i.e., Bishop‘s stress, σ* and modified suction, s*) in demonstrating isotropic and cross-anisotropic stiffness parameters for unsaturated soils in the formulation of stiffness matrices and compliance matrices. To do this, a Matlab code was generated to give outputs of th作者: Mucosa 時間: 2025-3-29 18:43 作者: guzzle 時間: 2025-3-29 22:34
Tsunami Waves, Causes and Its Implications: A Reviewhe first part describes the basic knowledge of the tsunami waves and some experimental and large and small physical modeling performed to understand the Tsunami and take care of its effect in the future. The influence of climate changes and global warming on the rise of water level and its effect on作者: Urologist 時間: 2025-3-30 02:32 作者: 弓箭 時間: 2025-3-30 07:55
Tunnel-Soil-Structure Interaction Under Seismic Loadities, there are tunnels under the buildings. Therefore, this study took into account the interaction between the tunnel, structure, and the soil. This interaction is valued on the behavior of a high-rise building consisting of 15 floors that are exposed to an earthquake underneath by a tunnel of 10作者: 放縱 時間: 2025-3-30 08:31
Effect of Microbial Induced Calcite Precipitation on Shear Strength of Gypseous Soil in Dry and Soak, they collapse suddenly. This study presents an experimental investigation for using the bacterial calcium carbonate precipitation in improving the shear strength of gypseous soils. Tests were carried out on two gypseous soils collected from two different sites in Iraq, Al-Najaf city (42% gypsum co作者: 生意行為 時間: 2025-3-30 14:31
Suction—Resistivity Relationship in Unsaturated Gypseous Soilunsaturated conditions. Direct measurement for the soil suction still a big challenge due to the limitation of the test equipment, high cost, and time-consuming of the tests. In this study an attempt is made in order to find indirect method for estimating the soil suction in gypseous soil by using g作者: 試驗 時間: 2025-3-30 18:22 作者: 多骨 時間: 2025-3-30 21:23
Evaluation of Dam Breach Parameters Using Different Approaches for Earth-Fill Dams of a dam breach, the outflow hydrograph, and downstream nature of propagation. This study deals with the analysis of dam break of an earth-fill dam (Hamrin Dam). The dam checked for overtopping failure by using the two-dimensional river analysis model HEC-RAS and the different approaches that used作者: 信徒 時間: 2025-3-31 02:53
Manufacturing of Small-Scale Flume to Assess the Riverbank’s Settlements and open channels. The length of the flume is 247 cm, 80 cm wide, and 44?cm in height. The device‘s design was tested under physical modeling conditions by studying the failure mechanism that occurs in riverbanks as a result of the effect of water flow velocity in short-term and long-term flow dur作者: intrude 時間: 2025-3-31 07:43 作者: Noctambulant 時間: 2025-3-31 09:14
Design and Manufacturing of Rainfall Simulator Machine for the Soil Erosion Investigationty, to investigate the effect of rainfall intensity on channel sediments due to inter-rills formation rills, gullies, and streams because of soil erosion. Due to the difficulty of concluding the soil erosion and generating sediments in situ, the principles of physical modeling were used to design th作者: 壯觀的游行 時間: 2025-3-31 16:14
Numerical Analysis of Water and Crude Oil Flux from Clayey Soil by GeoStudio-SEEP/Wlayey soil. The accumulative flux increased with increasing time until a specific quantity after that increasing the time does not cause increasing the flux quantity. The accumulative water flux quantity (m./sec) is less than the accumulative crude oil flux quantity by 3.2748E-05 Section?1, 1.9600E-作者: Hdl348 時間: 2025-3-31 19:17
Evaluation of the Efficiency of a Selected Section of the Mosul Dam Grout Curtainoundation grouting, maintaining the grout curtain‘s efficiency, controlling the seepage velocities, and reducing the internal erosion risks. Piezometer readings are used on both sides of the grout curtain to calculate and monitor the efficiency of the curtain to treat the sections that show a deteri
