標題: Titlebook: Contemporary Issues in Soil Mechanics; Proceedings of the 2 Sayed Hemeda,Mounir Bouassida Conference proceedings 2019 The Editor(s) (if app [打印本頁] 作者: 娛樂某人 時間: 2025-3-21 18:58
書目名稱Contemporary Issues in Soil Mechanics影響因子(影響力)
書目名稱Contemporary Issues in Soil Mechanics影響因子(影響力)學科排名
書目名稱Contemporary Issues in Soil Mechanics網絡公開度
書目名稱Contemporary Issues in Soil Mechanics網絡公開度學科排名
書目名稱Contemporary Issues in Soil Mechanics被引頻次
書目名稱Contemporary Issues in Soil Mechanics被引頻次學科排名
書目名稱Contemporary Issues in Soil Mechanics年度引用
書目名稱Contemporary Issues in Soil Mechanics年度引用學科排名
書目名稱Contemporary Issues in Soil Mechanics讀者反饋
書目名稱Contemporary Issues in Soil Mechanics讀者反饋學科排名
作者: ADAGE 時間: 2025-3-21 22:25 作者: Atrium 時間: 2025-3-22 02:13 作者: Ingest 時間: 2025-3-22 08:37
Cognition without Representation?ield a positive compression index even for soils with zero void ratios. Furthermore, published expressions are normally based on a high correlation coefficient and limited test data. Significant measures such as standard errors are often omitted. Some published equations are limited to fine-grained 作者: irreparable 時間: 2025-3-22 12:23
Lecture Notes in Computer Scienceon. The characteristics of the organic and mineral fractions significantly impact organic soils behavior. Experimental compression data for peat moss and mixtures of organic fibers with kaolinite or fine sand show a linear relationship between the organic fraction (by weight) and void ratio for cons作者: 伸展 時間: 2025-3-22 16:08 作者: 伸展 時間: 2025-3-22 17:46 作者: 浸軟 時間: 2025-3-22 21:48
Value Systems and Healthcare Ethicssement Complex gneiss/schist and granite and Campanian Bida Sandstone. A total of 18 water and 18 soil samples were collected from water wells and soil pits respectively occurring in the 3 lithologic terrains. The water samples were subjected to atomic absorption spectrophotometer to determine the c作者: MOAN 時間: 2025-3-23 04:30 作者: 向外供接觸 時間: 2025-3-23 07:35 作者: auxiliary 時間: 2025-3-23 12:21 作者: inhumane 時間: 2025-3-23 14:12 作者: 恫嚇 時間: 2025-3-23 18:14 作者: Spangle 時間: 2025-3-24 01:37 作者: 安慰 時間: 2025-3-24 03:02
https://doi.org/10.1007/b105972as found that the overall drained behaviour is dependent on both density state i.e. void ratio (.) and stress state i.e. confining stress (.′) as observed in many laboratory triaxial tests. The characteristic (Ch) state, where the behaviour (volumetric strain, ε.) changes from contractive to dilativ作者: 慢跑鞋 時間: 2025-3-24 09:26
UMTS Radio Interface Field Measurementsd. Landslide experienced in the area after slope modification for building construction followed by rainfalls on June and September in 2014. One building collapsed, landslide debris affected Cold Storage Building, distorted one post of 132?kV power line that connecting western towns of the State, an作者: 打算 時間: 2025-3-24 12:43 作者: Incorporate 時間: 2025-3-24 17:41
https://doi.org/10.1007/b105973, particularly the undrained shear strength. Static triaxial tests on reconstituted samples of sand with 0, 10, 20, 30, and 40% of low plasticity fines content by weight were carried out using GDS ELDYN? triaxial machine. The tests were performed on tropical specimens of three different sizes of san作者: Diatribe 時間: 2025-3-24 19:31
https://doi.org/10.1007/b105973nt and nature of cracks in clay is vital for the design and construction of geo-infrastructures. While many models have been developed over the years to predict cracking, they are focused on a single crack rather than the whole network. This paper presents a feasibility study on a novel intelligent 作者: Progesterone 時間: 2025-3-25 00:00
https://doi.org/10.1007/978-3-030-01941-9In situ test; Laboratory test; Ground improvement; Soil stability; Foundations; In Situ and laboratory Te作者: opportune 時間: 2025-3-25 04:27
978-3-030-01940-2The Editor(s) (if applicable) and The Author(s), under exclusive license to Springer Nature Switzerl作者: 水獺 時間: 2025-3-25 07:59 作者: 陳腐思想 時間: 2025-3-25 14:01 作者: 山頂可休息 時間: 2025-3-25 18:56 作者: BRIBE 時間: 2025-3-25 20:57 作者: 影響帶來 時間: 2025-3-26 00:47 作者: 即席演說 時間: 2025-3-26 07:20
UMTS Radio Interface Field Measurementsd frequently interrupted traffic for more than 2 years. The landslide can be classed as ‘debris slide and earth slide’ of translational type. Proper mitigation measures are suggested after geotechnical and Limit Equilibrium Method (LEM) analyses.作者: Fraudulent 時間: 2025-3-26 11:40
Features of Investigation of Soil According to Kazakhstan Norm and International Standards,technological features, advantages and disadvantages of aforementioned standards might be important for understanding and elimination of existing differences, for harmonization with international standards. Paper includes recommendation for the future modernization of Kazakhstan standards.作者: 盡管 時間: 2025-3-26 13:16
Cut Slope Stability Analysis of Rangvamual Landslide Along Aizawl Airport Road, Northeast India,d frequently interrupted traffic for more than 2 years. The landslide can be classed as ‘debris slide and earth slide’ of translational type. Proper mitigation measures are suggested after geotechnical and Limit Equilibrium Method (LEM) analyses.作者: 定點 時間: 2025-3-26 17:18
Conference proceedings 2019tical components in civil construction and often require detailed management techniques and unique solution methods to address failures. Being earth bound, earthwork is influenced by geomaterial properties at the onset of a project. Hence, an understanding of the in-situ soil properties is essential作者: AER 時間: 2025-3-26 21:46
Health Policies versus Public Policiesty factor is?<1 for the shallow soil and increases with depth. Simulation and calculation results demonstrated that the proposed technique is capable of making the amount of soil masse affected, less than 1?m.作者: 微塵 時間: 2025-3-27 01:29 作者: HAUNT 時間: 2025-3-27 06:53 作者: municipality 時間: 2025-3-27 10:37 作者: lambaste 時間: 2025-3-27 16:26 作者: evince 時間: 2025-3-27 17:48 作者: Impugn 時間: 2025-3-27 22:57 作者: coalition 時間: 2025-3-28 02:14
Virtual Reality and Neural Networks for Exploiting Geotechnical Data,ies where only scarce geotechnical data is available is crucial for deriving effective and safe engineering decisions. Because of the ever-increasing cost of site investigation, it is neither practical nor economical to acquire geotechnical data at each point of interest for a complete definition of作者: Hiatus 時間: 2025-3-28 08:04 作者: DEI 時間: 2025-3-28 11:44 作者: Magisterial 時間: 2025-3-28 15:57
Innovative Model for Settlement Calculations in Organic Soils,on. The characteristics of the organic and mineral fractions significantly impact organic soils behavior. Experimental compression data for peat moss and mixtures of organic fibers with kaolinite or fine sand show a linear relationship between the organic fraction (by weight) and void ratio for cons作者: 獨裁政府 時間: 2025-3-28 21:27
Resilient Modulus Prediction of Subgrade Soil Using Dynamic Cone Penetrometer, expensive laboratory tests, that is somewhat time-consuming. Design engineers sometimes, uses overestimated backcalculated values from non-destructive test, which in turn lead to over-design of pavement. These challenges encourage the need for a valuable and inexpensive insitu geotechnical testing 作者: MUTED 時間: 2025-3-29 00:15 作者: BALK 時間: 2025-3-29 04:27
Variation of Some Hydrogeochemistry with CBR of Residual Soils from North-Central Nigeria: Impact osement Complex gneiss/schist and granite and Campanian Bida Sandstone. A total of 18 water and 18 soil samples were collected from water wells and soil pits respectively occurring in the 3 lithologic terrains. The water samples were subjected to atomic absorption spectrophotometer to determine the c作者: Spirometry 時間: 2025-3-29 10:26
G Shear Test to Determine Shear Characteristics of Coarse Grained Soils at Low Normal Stresses,capacity, slope stability, pile capacity, etc. Therefore the determination of shear strength of soil is prerequisite for engineering purpose. The shear behaviour of soil is influenced by various factors such as drainage, compaction, confining stresses, etc. Hence, it is necessary to analyze the shea作者: 補助 時間: 2025-3-29 11:47 作者: Obverse 時間: 2025-3-29 19:05 作者: 名義上 時間: 2025-3-29 22:38
Features of Investigation of Soil According to Kazakhstan Norm and International Standards,ng of soil by these standards have some differences as long as Kazakhstan Standard is out of date and has not changed science 1994. Eurocode 7 is taking latest technology developments, technical methods and provides for the use of more modern equipment. Discussion of using geotechnical equipment’s, 作者: 縫紉 時間: 2025-3-30 00:29 作者: Pandemic 時間: 2025-3-30 05:28 作者: 過份 時間: 2025-3-30 12:11
Drained Response of Granular Material,as found that the overall drained behaviour is dependent on both density state i.e. void ratio (.) and stress state i.e. confining stress (.′) as observed in many laboratory triaxial tests. The characteristic (Ch) state, where the behaviour (volumetric strain, ε.) changes from contractive to dilativ作者: profligate 時間: 2025-3-30 13:16
Cut Slope Stability Analysis of Rangvamual Landslide Along Aizawl Airport Road, Northeast India,d. Landslide experienced in the area after slope modification for building construction followed by rainfalls on June and September in 2014. One building collapsed, landslide debris affected Cold Storage Building, distorted one post of 132?kV power line that connecting western towns of the State, an作者: Archipelago 時間: 2025-3-30 16:59 作者: 首創(chuàng)精神 時間: 2025-3-30 20:51 作者: strdulate 時間: 2025-3-31 04:17
,Prediction of Parallel Clay Cracks Using Neural Networks – A Feasibility Study,nt and nature of cracks in clay is vital for the design and construction of geo-infrastructures. While many models have been developed over the years to predict cracking, they are focused on a single crack rather than the whole network. This paper presents a feasibility study on a novel intelligent 作者: Capture 時間: 2025-3-31 05:17 作者: Control-Group 時間: 2025-3-31 12:42 作者: Platelet 時間: 2025-3-31 16:18
Validation of Compression Index Approximations Using Soil Void Ratio,nd conferences. A total of 1722 data points relating the compression index to soil void ratio were analyzed. Using MATLAB, the authors developed new regression models that relate the compression index of normally consolidated soils to its void ratio and including careful examination of data outliers作者: Deceit 時間: 2025-3-31 17:47 作者: Fissure 時間: 2025-4-1 01:24
Resilient Modulus Prediction of Subgrade Soil Using Dynamic Cone Penetrometer,tional approach is used in this investigation to ascertain resilient performance of an existing pavement foundation (subgrade) situated at Enugu - Abakaliki – Ikom Highway Road, in South-East of Nigeria. The experimental program includes tests, routinely used in geotechnical engineering such as: Par作者: Libido 時間: 2025-4-1 05:33 作者: consent 時間: 2025-4-1 08:01
Variation of Some Hydrogeochemistry with CBR of Residual Soils from North-Central Nigeria: Impact o in the water samples ranges from 5.2 to 45.3?mg/l, 1.0 to 22.5?mg/l and 0.2 to 23.9?mg/l respectively; results of the digital titrator reveals that the water total hardness ranges from 11.0 to 184.0?mg/l while results of the EC meter reveals that the water electrical conductivity ranges from 20.0 t作者: 有常識 時間: 2025-4-1 12:00 作者: 小樣他閑聊 時間: 2025-4-1 16:23
Modeling Landslides by the Finite Element Method: Application to an Embankment on a Railway in the gs with samples taken intact, and the establishment of various devices (piezometric test, inclinometer test, Core drilling coupled with pressuremeter tests). They revealed the existence of loose marls up to 12?m, followed by a more consistent yellow marl from 12?m to 22?m, and from 22?m to 28?m the 作者: 愛哭 時間: 2025-4-1 18:50 作者: 攤位 時間: 2025-4-2 01:23
Drained Response of Granular Material, adopting a state dependent flow rule to capture dilatancy behaviour. This allowed adopting a SANISAND model to predict drained behaviour. Despite some limitations, the model was able to predict overall trends of shearing response. This study enhances the understanding of fundamental basis of the re
