標題: Titlebook: Geotechnical Characterization and Modelling; Proceedings of IGC 2 Madhavi Latha Gali,Raghuveer Rao P. Conference proceedings 2020 Springer [打印本頁] 作者: 深謀遠慮 時間: 2025-3-21 17:36
書目名稱Geotechnical Characterization and Modelling影響因子(影響力)
書目名稱Geotechnical Characterization and Modelling影響因子(影響力)學科排名
書目名稱Geotechnical Characterization and Modelling網絡公開度
書目名稱Geotechnical Characterization and Modelling網絡公開度學科排名
書目名稱Geotechnical Characterization and Modelling被引頻次
書目名稱Geotechnical Characterization and Modelling被引頻次學科排名
書目名稱Geotechnical Characterization and Modelling年度引用
書目名稱Geotechnical Characterization and Modelling年度引用學科排名
書目名稱Geotechnical Characterization and Modelling讀者反饋
書目名稱Geotechnical Characterization and Modelling讀者反饋學科排名
作者: 健談的人 時間: 2025-3-21 22:55
Effect of Particle Size on Surface Characteristics of Soil,aining hazardous waste. Though many factors influence the behaviour of these soils, the contribution of various particle sizes present in them is not thoroughly investigated. In order to examine the effect of particle size on electrokinetic, mineralogical and surface properties of soils, the selecte作者: ELUC 時間: 2025-3-22 02:08 作者: antedate 時間: 2025-3-22 07:47
Assessment of Shallow Foundation Settlement by Using a Presently Developed 3-D Consolidation Apparamulating field drainage conditions at the laboratory consolidation test may help to predict more accurate rate of consolidation. For conducting three-dimensional (3-D) consolidation tests, a 3-D consolidation apparatus is developed in which it is possible to perform consolidation test of soil sample作者: arthroplasty 時間: 2025-3-22 11:07 作者: Perineum 時間: 2025-3-22 14:53
Strength and Dilatancy of Sands Mixed with Jute Fibre,ests were performed on sample of sands with mixture of 0, 0.25 and 0.50% of jute fibres at three different relative density states, namely loose, medium dense and dense, the effect of stress level is also bought out by varying the effective normal stress. The tests were conducted on dry sand having 作者: Perineum 時間: 2025-3-22 17:12 作者: Integrate 時間: 2025-3-22 23:31
In Situ Investigation for Geotechnical Characterization of Consolidated Dry Mine Tailing Slurry Bacment used is a low-cost manually operated pre-bored strain-controlled small-sized pressuremeter (CAVITEX). Basic principles of the equipment are same as those of conventional pressuremeter as developed by Menard, but in contrast, the measuring probe has a single cell instead of tricell and the surfa作者: 易受騙 時間: 2025-3-23 04:59
Characterization of Steel Slag as Geo-material,-environmental parameters to test its suitability for geotechnical applications. The electrical arc furnace (EAF) slag obtained from TATA Steel, Jamshedpur, is characterized by assessing its grain size distribution, relative density, specific gravity, short-term free swelling index, pH, and leaching作者: 博愛家 時間: 2025-3-23 07:26 作者: DOSE 時間: 2025-3-23 13:23 作者: OVERT 時間: 2025-3-23 15:09
Strength Tests and Model Experiments on Soil Reinforced with Areca and PVA Fibers,ten very weak in tension and has less stability under heavy loading. This paper presents stabilization of soil with bottom ash reinforcement of soil with natural or synthetic fibers. Several reinforcing materials are available in the market, but they are costly and not easily accessible. Bottom ash 作者: 神圣將軍 時間: 2025-3-23 20:52
Load-Settlement Behaviour of Ballasted Rail Track Stabilized with Geosynthetics,to transmit and distribute an induced cyclic load to the underlying sub-ballast and sub-grade at a reduced and acceptable level of stress. Upon repeated train loading, ballast deteriorates and becomes fouled because of breakage and infiltration of external fine particles. It adversely affects the pe作者: BIAS 時間: 2025-3-24 00:00 作者: 精密 時間: 2025-3-24 03:07
Strain Rate Effect on Shear Strength of Rounded and Angular Sand,ith rounded smooth grains (Ennore standard sand) and another with angular grains (Ganga sand), were carried out with a view to investigate the difference in shear strength of the sands at different shear strain rates. From the test results, it was found out that friction angle depends largely on gra作者: 削減 時間: 2025-3-24 09:02
Influence of Strain Rate on Unconfined Compressive Strength of Bentonite and Sand Mixes,n used in a variety of geotechnical structures. The objective of this paper is to investigate the strain rate effect on unconfined compressive strength (UCS) of compacted bentonite and sand (.:.) mixes. For this, bentonite of different proportions was mixed with 60, 70, 80 and 90% sand and the UCS o作者: Senescent 時間: 2025-3-24 11:29
Development of Rapid Moisture Meter for Soil Laboratory and Field Testing,ivity in every soil testing laboratory as well as it has significance in field testing also. All index properties are having relationship with soil moisture content. Drying a soil to constant weight at 110?°C is the traditional method of arriving at a dry sample weight. This method required 24?hours作者: adulterant 時間: 2025-3-24 17:29 作者: 植物群 時間: 2025-3-24 21:26
Properties of Fly Ash-Based Controlled Low Strength Material,ls. Flowable fills require no tamping or compaction to achieve the strength. Various CLSM mixtures were prepared by using fly ash, quarry dust, blast furnace slag and cement. For all the mixes, the cement content is kept constant at 5%. The amount of mixing water is chosen in order to provide a flow作者: HEPA-filter 時間: 2025-3-25 02:41 作者: Narcissist 時間: 2025-3-25 04:26
https://doi.org/10.1007/978-3-322-87358-3ability and stability of a structure are related to the achievement of proper soil compaction. Correlating engineering properties with index properties have assumed greater significance in the field of geotechnical engineering. In the present experimental study, an attempt has been made to establish作者: 自戀 時間: 2025-3-25 08:08
Entwicklung des Einzelhandels in Deutschlandaining hazardous waste. Though many factors influence the behaviour of these soils, the contribution of various particle sizes present in them is not thoroughly investigated. In order to examine the effect of particle size on electrokinetic, mineralogical and surface properties of soils, the selecte作者: 有法律效應 時間: 2025-3-25 15:29
https://doi.org/10.1007/978-3-531-91574-6igations many times result in non-optimal geotechnical solutions. Encounterence of geological surprises and adverse geological occurrences result in cost overrun and sometimes even compromising safety of the structures. The Himalayan Mountains in Northeast India are quite young and have a large pote作者: 我正派 時間: 2025-3-25 15:55 作者: 平躺 時間: 2025-3-25 23:37
https://doi.org/10.1007/978-3-658-18790-3c of grouting process is groutability, which is a ratio of particle diameter corresponds to 85% finer and 15% finer of base soil and grout material, respectively. Groutability is said to be very consistent if the ratio is high. However, the existing method to estimate the groutability may mislead th作者: HAUNT 時間: 2025-3-26 02:03 作者: Mindfulness 時間: 2025-3-26 07:12
Herwart Opitz,Hans Grabowski,Rolf Schützepurpose of soil classification is to arrange various types of soils into groups according to their index and engineering properties and various other characteristics. Several existing agencies carry out the soil survey and classify the soil for different purposes. Fuzzy expert system is potent tool 作者: 巨頭 時間: 2025-3-26 10:34 作者: Admire 時間: 2025-3-26 13:44 作者: Rustproof 時間: 2025-3-26 17:28 作者: 分發(fā) 時間: 2025-3-27 00:36 作者: 難解 時間: 2025-3-27 04:28
https://doi.org/10.1007/978-3-322-88588-3ten very weak in tension and has less stability under heavy loading. This paper presents stabilization of soil with bottom ash reinforcement of soil with natural or synthetic fibers. Several reinforcing materials are available in the market, but they are costly and not easily accessible. Bottom ash 作者: 亂砍 時間: 2025-3-27 06:29 作者: infinite 時間: 2025-3-27 13:09 作者: FRONT 時間: 2025-3-27 14:56
https://doi.org/10.1007/978-3-322-88334-6ith rounded smooth grains (Ennore standard sand) and another with angular grains (Ganga sand), were carried out with a view to investigate the difference in shear strength of the sands at different shear strain rates. From the test results, it was found out that friction angle depends largely on gra作者: 飾帶 時間: 2025-3-27 21:10 作者: Malleable 時間: 2025-3-28 01:51
https://doi.org/10.1007/978-3-663-04798-8ivity in every soil testing laboratory as well as it has significance in field testing also. All index properties are having relationship with soil moisture content. Drying a soil to constant weight at 110?°C is the traditional method of arriving at a dry sample weight. This method required 24?hours作者: 職業(yè) 時間: 2025-3-28 03:58
Hans-Ernst Schwiete,Arnulf Schüffler-based software “ABAQUS.” Bell-shaped anchor with bell diameter 0.125?m has been used in the present paper for analysis purpose. Results are obtained from the numerical analysis, and it is found that with introduction of geotextile tie to the anchor the ultimate uplift capacity increases. From the a作者: Femish 時間: 2025-3-28 09:10 作者: EPT 時間: 2025-3-28 10:58 作者: 疾馳 時間: 2025-3-28 15:46 作者: Expertise 時間: 2025-3-28 21:42
Geotechnical Characterization and Modelling978-981-15-6086-6Series ISSN 2366-2557 Series E-ISSN 2366-2565 作者: 繞著哥哥問 時間: 2025-3-29 02:54 作者: faultfinder 時間: 2025-3-29 04:53
2366-2557 With a combination of field studies, laboratory experiments and modelling approaches, the chapters in this volume address some of the most widely investigated geotechnical engineering topics. This volume will be of interest to researchers and practitioners alike..978-981-15-6088-0978-981-15-6086-6Series ISSN 2366-2557 Series E-ISSN 2366-2565 作者: libertine 時間: 2025-3-29 10:16
https://doi.org/10.1007/978-3-322-99386-1consolidation test results. By evaluating these test results, it is observed that the settlement characteristics measured by using the presently developed 3-D consolidation apparatus are more representative to the actual consolidation settlement in the field.作者: 嫌惡 時間: 2025-3-29 12:35
Untersuchungen an Integralsonden,l index of steel slag was also observed in the investigation. This study reports high alkalinity, heaviness, and calcium leachability of steel slag as some of the hindrances for its utilization as geo-material.作者: 細頸瓶 時間: 2025-3-29 17:13 作者: regale 時間: 2025-3-29 21:54
Strategisches Kompetenz-Management with increasing nano-material additives. However, the optimum value of nano-material additives content was observed around 1.5%. Therefore, the main goal of this study was to stabilize soft soil deposits for its bulk utilization in various geotechnical applications for sustainable environment.作者: 無法解釋 時間: 2025-3-30 00:20 作者: 說不出 時間: 2025-3-30 06:26 作者: LVAD360 時間: 2025-3-30 11:27 作者: DENT 時間: 2025-3-30 13:33
Influence of Nano-materials on Compaction and Strength Behavior of Clayey Soils, with increasing nano-material additives. However, the optimum value of nano-material additives content was observed around 1.5%. Therefore, the main goal of this study was to stabilize soft soil deposits for its bulk utilization in various geotechnical applications for sustainable environment.作者: HOWL 時間: 2025-3-30 16:47
Conference proceedings 2020terization of geomaterials, modelling approaches, and geotechnical engineering education. With a combination of field studies, laboratory experiments and modelling approaches, the chapters in this volume address some of the most widely investigated geotechnical engineering topics. This volume will b作者: 英寸 時間: 2025-3-30 21:51
Conference proceedings 2020and modelling approaches, the chapters in this volume address some of the most widely investigated geotechnical engineering topics. This volume will be of interest to researchers and practitioners alike..作者: 要素 時間: 2025-3-31 02:54 作者: MAG 時間: 2025-3-31 05:09
Entwicklung des Einzelhandels in Deutschlandcollected fractions were processed and characterized for their electrokinetic, mineralogical and surface properties. Based on the experimental results, the role of different particle size on the micro- and macro-level behaviour of selected soils was quantified.作者: 颶風 時間: 2025-3-31 10:22
https://doi.org/10.1007/978-3-322-88588-3was also used to compare the performance of areca fiber. As compared to fly ash, the use of bottom ash is minimal all over the world. This study determines the strength of the soil stabilized with bottom ash and fibers at different proportions. The percentage of bottom ash was varied from 0 to 40%; fiber proportion was varied from 0 to 2%.作者: 旅行路線 時間: 2025-3-31 15:28 作者: 哀悼 時間: 2025-3-31 21:36
Hans-Ernst Schwiete,Arnulf Schüfflerf embedment depth-to-bell diameter ratio (./.) of anchor 1–3. However, for ./.?=?0.5, the optimum value of ./. is 4.0. The frictional efficiency as well as angle of internal friction does not have much influence on optimum value of ./. ratio.作者: 金桌活畫面 時間: 2025-4-1 00:40
,Abkürzungen und Formelzeichen,h density and compressive strength are studied. Apart from the short-term performance, long-term performance of CLSM samples is studied by conducting durability test. The results indicate that the replacement of fly ash by quarry dust or blast furnace slag showed satisfying performance and developed CLSM are suitable for various applications.作者: FUSE 時間: 2025-4-1 05:08
