書目名稱Ground Characterization and Foundations影響因子(影響力)學科排名
書目名稱Ground Characterization and Foundations網(wǎng)絡(luò)公開度
書目名稱Ground Characterization and Foundations網(wǎng)絡(luò)公開度學科排名
書目名稱Ground Characterization and Foundations被引頻次
書目名稱Ground Characterization and Foundations被引頻次學科排名
書目名稱Ground Characterization and Foundations年度引用
書目名稱Ground Characterization and Foundations年度引用學科排名
書目名稱Ground Characterization and Foundations讀者反饋
書目名稱Ground Characterization and Foundations讀者反饋學科排名
作者: oracle 時間: 2025-3-21 23:10
Wilfried Ferchhoff,Georg Neubauern index in loosest and densest state with respect to variations in the amount of fines and plasticity of fines are presented. Results indicate that there is a significant influence of fines on the properties of sand.作者: 吹牛大王 時間: 2025-3-22 01:39
https://doi.org/10.1007/978-3-658-24066-0mum percentage, shear strength increases with increase in fibre content. Also the value of strain increases with increase in fibre content. Tests are conducted for both random mix and horizontal mix of fibres. This research concludes that combination of lime and palm fibre is a better stabiliser for ground.作者: 滔滔不絕的人 時間: 2025-3-22 07:52
Effect of Plasticity of Fines on Properties of Uniformly Graded Fine Sand,n index in loosest and densest state with respect to variations in the amount of fines and plasticity of fines are presented. Results indicate that there is a significant influence of fines on the properties of sand.作者: deceive 時間: 2025-3-22 11:46 作者: 古代 時間: 2025-3-22 16:32 作者: 古代 時間: 2025-3-22 19:17
Relationship Between Various Consolidation Parameters of Compressible Soils,f permeability on in situ soil to that of soil in the smear zone), have been developed for different unit cell diameter ratios, ., and time factors, ., corresponding to end of construction. A new method for the estimation of in situ parameters such as ., . and ./. of the smear zone from the in situ measured time-settlement plot, is proposed.作者: 記憶 時間: 2025-3-22 22:07
Wilfried Ferchhoff,Georg Neubauervarious tests including specific gravity, particle size analysis, consolidation tests, direct shear tests, etc., conducted on 17 soil combinations. The soil combinations were prepared by mixing sand with fines (0–40%) of different PI ranging from 0–15%. The variations in specific gravity, particle s作者: oxidize 時間: 2025-3-23 04:16 作者: Agronomy 時間: 2025-3-23 08:02 作者: 蝕刻術(shù) 時間: 2025-3-23 11:58
First-Time Dislocation: How to Deal with It,re, in the present investigation, coir fiber has been chosen as the reinforcement material and randomly included in to the soil at different percentages of fiber content, i.e., 0, 0.5, 1 and 1.5% by weight of raw soil. The soil used for this research is highly compressible soil. Length of fiber is c作者: 一夫一妻制 時間: 2025-3-23 16:27 作者: 心痛 時間: 2025-3-23 21:11 作者: 祖?zhèn)髫敭a(chǎn) 時間: 2025-3-23 22:14 作者: harangue 時間: 2025-3-24 04:14 作者: Nuance 時間: 2025-3-24 09:37
https://doi.org/10.1007/978-3-658-24066-0blematic soil. The stabilized soil materials have a higher strength, lower permeability and lower compressibility than the native soil. In this study, sandy clay with silt is improved with the help of lime and palm fibre. Improvement in geotechnical properties is found out by conducting compaction a作者: 吞下 時間: 2025-3-24 12:55 作者: 細微的差異 時間: 2025-3-24 17:18 作者: Lyme-disease 時間: 2025-3-24 20:06
https://doi.org/10.1007/978-1-4684-7829-7new and emerging geotechnologies. Owing to lack of availability of coarse-grained soils, fine-grained soils having different clay mineralogical compositions are being used as an alternative eco-friendly material for construction activities. The engineering behavior of such soils varies significantly作者: 來這真柔軟 時間: 2025-3-25 01:36 作者: 挑剔為人 時間: 2025-3-25 05:12
Erfolg durch Patente und Patentmanagement, earthquakes. Potential of liquefaction mainly depends on the soil type and the magnitude of earthquake. Developing a liquefaction susceptibility map is one of the essential steps in disaster preparedness and this study proposed a novel framework for developing liquefaction susceptibility maps by co作者: 性冷淡 時間: 2025-3-25 10:25 作者: 我不死扛 時間: 2025-3-25 13:39
Interdisziplin?res Patentmanagementsoil has been subjected in the past. The soil used in various geotechnical mass applications like earthen embankments, dam, etc., will be subjected to some specified compactive effort which is akin to over consolidation. Hence, compacted soils are also expected to possess a characteristic stress sim作者: Facet-Joints 時間: 2025-3-25 19:10 作者: Bravura 時間: 2025-3-25 23:27 作者: 追蹤 時間: 2025-3-26 03:11 作者: Transfusion 時間: 2025-3-26 07:18 作者: MAIM 時間: 2025-3-26 11:25 作者: MAIZE 時間: 2025-3-26 13:58
Prediction of Engineering Properties of Kerala Soil,method of testing, loading conditions, strain rate, loading rate, etc. Some of the tests require a considerable amount of time. So for initial requirements like preparation of a budget, estimates, preliminary designs, etc., alternative methods have to be chosen. Many theoretical and prediction metho作者: 雪白 時間: 2025-3-26 19:42
Durability Study on Coir Fiber-Reinforced Soil,re, in the present investigation, coir fiber has been chosen as the reinforcement material and randomly included in to the soil at different percentages of fiber content, i.e., 0, 0.5, 1 and 1.5% by weight of raw soil. The soil used for this research is highly compressible soil. Length of fiber is c作者: TOXIN 時間: 2025-3-26 23:13 作者: Digitalis 時間: 2025-3-27 02:53 作者: 性學院 時間: 2025-3-27 07:34 作者: Coronary-Spasm 時間: 2025-3-27 12:16 作者: 好色 時間: 2025-3-27 14:19
Effect of Palm Fibres on Lime Blended Sandy Clay,blematic soil. The stabilized soil materials have a higher strength, lower permeability and lower compressibility than the native soil. In this study, sandy clay with silt is improved with the help of lime and palm fibre. Improvement in geotechnical properties is found out by conducting compaction a作者: 平靜生活 時間: 2025-3-27 21:34
,Direct Swell Pressure Measurement by Using Newly Designed Proving Ring—A Comparative Study,, this change in soil volume can cause significant structural damages in overlying light buildings such as highway pavements, low-story buildings, and alike. A number of attempts have been made to evaluate the swelling pressures of expansive soils using different methods by oedometer test set-up wit作者: 堅毅 時間: 2025-3-28 01:51 作者: Melodrama 時間: 2025-3-28 03:02 作者: curettage 時間: 2025-3-28 08:56
A Lab Study on the Factors Effecting Settlement and Electrical Resistivity of Gypsum Sands,d in the dry parts of the world. The problem of dissolution and settlement is one of the most widespread among gypsum soils. Gypsum sands are complex materials and the effect of the geotechnical parameters on settlement behavior of gypsum soils has been studied by several researchers over the years,作者: cruise 時間: 2025-3-28 11:22
Evaluation of Liquefaction Susceptibility of Soils in Kerala, India, Based on Equivalent , Value an earthquakes. Potential of liquefaction mainly depends on the soil type and the magnitude of earthquake. Developing a liquefaction susceptibility map is one of the essential steps in disaster preparedness and this study proposed a novel framework for developing liquefaction susceptibility maps by co作者: AVID 時間: 2025-3-28 15:08
,Plasticity Characteristics of China Clay-Bentonite–Sand Mix Proportions,structures. The engineering behaviour of coarse-grained soils is a physical phenomenon whereas for the fine-grained soil it is a physico-chemical phenomenon. The behaviour of fine-grained soil becomes more complex one due to the contradictory behaviour of principal clay minerals present i.e., Kaolin作者: In-Situ 時間: 2025-3-28 19:39 作者: CLASH 時間: 2025-3-29 02:58
Relationship Between Various Consolidation Parameters of Compressible Soils,rtical Drains (PVDs) which is one of the most common techniques used over the past few years. Parameters that influence consolidation or rate of settlement at the site are coefficient of consolidation for horizontal/radial flow, smear effects such diameter of and permeability of remolded or disturbe作者: Pde5-Inhibitors 時間: 2025-3-29 03:57
Implementation of Wavelet Algorithm and Maximum Change-Point Method for the Detection of Ballast Sus study, a GPR is used to detect the ballast condition of the railway track. The ballast bed plays an important role in rail track keeping the gauge between sleepers and thereby position of the rails. As the train moves over the track, ballast helps to hold the track in place. Ballast fouling is for作者: Dislocation 時間: 2025-3-29 09:11 作者: intoxicate 時間: 2025-3-29 13:43 作者: chiropractor 時間: 2025-3-29 17:12 作者: aerial 時間: 2025-3-29 22:15 作者: white-matter 時間: 2025-3-30 03:02 作者: 彎彎曲曲 時間: 2025-3-30 04:28 作者: 鐵塔等 時間: 2025-3-30 09:30 作者: 過分 時間: 2025-3-30 13:03
Jieun Kim,Buyong Jeong,Daejung Kim-aggregate pore spaces with gradual increase in time. The study showed the existence of bimodal porosity in low plasticity soil and also discusses the reliable efficiency of the proposed experimental procedure to study the shrinkage behavior of soils with low plasticity.作者: 殘酷的地方 時間: 2025-3-30 17:43 作者: ingenue 時間: 2025-3-30 22:18 作者: 泥沼 時間: 2025-3-31 04:35 作者: charisma 時間: 2025-3-31 06:46 作者: 翻動 時間: 2025-3-31 11:53 作者: 一大塊 時間: 2025-3-31 14:37
Erfolg durch Patente und Patentmanagement,t the equivalent N value. Then, the equivalent acceleration was analysed through site response analysis using ProShake 2.0 software for a peak acceleration of 0.16?×?.. The obtained results were corrected for a wave correction to scale down the earthquake magnitude corresponding to the study area. S作者: Constant 時間: 2025-3-31 18:06
,übersicht gewerblicher Schutzrechte,experimental study, a series of mix proportions of commercially available China clay, Bentonite along with Sand were artificially prepared in the laboratory representing Kaolinite and Montmorillonite soils behaviour. The physical properties of the mix proportion were determined as per BIS specificat作者: 箴言 時間: 2025-3-31 22:40 作者: 廢墟 時間: 2025-4-1 05:44
,Fazit und künftiger Forschungsbedarf, model rail track with different fouling material are buried under the subsurface structures. This work is carried out in Civil Engineering laboratory, IISc, Bangalore. This research work presents the detection of underground structures like different metals, big-sized ballast and clean ballast. Fin作者: obstinate 時間: 2025-4-1 09:39
https://doi.org/10.1007/978-3-658-29630-8dition was constructed in the laboratory by a model tank. Heave action was examined using the dial gauge reading, and comparison was made with a footing base without micropile. Geotextile was used in the single and two-layer, single at 0.33 B and doubled at 0.33 B and 0.67 B from the footing plate. 作者: Hemodialysis 時間: 2025-4-1 12:14
Comparison of Theoretical and Laboratory Permeability for Coarse-Grained Soil at Different Ground Cense and loose or submerged in water. Depending upon the condition of ground, permeability will also vary from place to place. Keeping in mind the various ground conditions, attempt has been made to determine the co-efficient of permeability on the soil samples remoulded at different compactness and
