書目名稱Ground Improvement Techniques and Geosynthetics影響因子(影響力)學(xué)科排名
書目名稱Ground Improvement Techniques and Geosynthetics網(wǎng)絡(luò)公開度
書目名稱Ground Improvement Techniques and Geosynthetics網(wǎng)絡(luò)公開度學(xué)科排名
書目名稱Ground Improvement Techniques and Geosynthetics被引頻次
書目名稱Ground Improvement Techniques and Geosynthetics被引頻次學(xué)科排名
書目名稱Ground Improvement Techniques and Geosynthetics年度引用
書目名稱Ground Improvement Techniques and Geosynthetics年度引用學(xué)科排名
書目名稱Ground Improvement Techniques and Geosynthetics讀者反饋
書目名稱Ground Improvement Techniques and Geosynthetics讀者反饋學(xué)科排名
作者: indigenous 時(shí)間: 2025-3-21 22:00 作者: Cholecystokinin 時(shí)間: 2025-3-22 02:32
A Study of Parameters Influencing Efficiency of Micropile Groups,ups with each group arranged in a square grid of four piles, with centre-to-centre spacing of 2D, 4D, and 6D and with L/D ratio of 20, 35, 50, and 65 were installed in sand bed having relative density of 50%. The group effect of ultimate total resistance on contractive (loose) sand was studied by in作者: Inexorable 時(shí)間: 2025-3-22 07:23
Experimental Study of Heave Control Technique for Expansive Soil Using Micropiles and Geotextile Lable layers. Then the soil was saturated with water and the upward movement of model footings (swelling) was monitored with time. Test results showed that maximum heave reduction was 79% for 20?mm diameter micropiles with frictional resistance.作者: 水土 時(shí)間: 2025-3-22 10:07 作者: inveigh 時(shí)間: 2025-3-22 14:04 作者: inveigh 時(shí)間: 2025-3-22 18:30 作者: 輕快來事 時(shí)間: 2025-3-22 22:17 作者: 流出 時(shí)間: 2025-3-23 02:42 作者: 裂口 時(shí)間: 2025-3-23 06:05 作者: encyclopedia 時(shí)間: 2025-3-24 00:26
Pathological Voice Acquisition,reduced while using Geopolymer soil column. A parametric study has been carried out to compare the settlement of Geopolymer soil column and untreated sand by finite element modelling using PLAXIS 2D Software and the results are agreeable with the experimental results.作者: GORGE 時(shí)間: 2025-3-24 02:23 作者: Sinus-Node 時(shí)間: 2025-3-24 10:24 作者: maintenance 時(shí)間: 2025-3-24 11:13
Knochenmark und myelogene Neoplasience of underground void can cause stress concentration inside the soil mass which leads to failure. The stress concentration factor around the void on the side nearer to loading is more than that on the farther side. Also with increase in depth parameter the stress concentration factor goes on decrea作者: 關(guān)節(jié)炎 時(shí)間: 2025-3-24 18:22
https://doi.org/10.1007/978-3-642-61009-7ant modulus of soil have improved significantly with fiber content up to an optimum fiber content value of 0.75%, and decrease with increase in soaking time at any fiber content. The maximum improvement in CBR strength is found out as 2.48, 2, and 1.5 times for 4, 20, and 40?days soaking for 0.75% f作者: GLARE 時(shí)間: 2025-3-24 19:56 作者: SOBER 時(shí)間: 2025-3-25 02:23 作者: 爭議的蘋果 時(shí)間: 2025-3-25 06:16
Pathologie als Naturwissenschaftved that up to the addition of 5% of Quarry dust there is an increase in strength parameters such as Maximum Dry Density and California Bearing Ratio beyond that it is not effective. This investigation is further carried out by mixing Ferric chloride varying from 0 to 2% with an increment of 0.5% to作者: pellagra 時(shí)間: 2025-3-25 10:24 作者: lethal 時(shí)間: 2025-3-25 13:59 作者: ENDOW 時(shí)間: 2025-3-25 18:23
Fehlbildungen der ableitenden Harnwegement is studied by varying the position and height of anchors. It is observed that, reinforcement increases the bearing capacity and reduces the settlement at a particular load. Providing reinforcement breadth with respect to pressure bulb gives comparable results with the reinforcement of uniform b作者: Gene408 時(shí)間: 2025-3-25 22:47 作者: CHURL 時(shí)間: 2025-3-26 00:31 作者: 錯(cuò)事 時(shí)間: 2025-3-26 08:08
Th. Eckhardt,T. H. Sch?ndorf,H. G. Laschsize of the infill material considerably improved the load-settlement response of the geocell. However an increase in the aspect ratio of the aperture of the geocell caused a reduction in bearing capacity. It is also observed that an infill material of sand, compacted to a relative density of 88% gives better improvement than 6?mm aggregate.作者: 同來核對 時(shí)間: 2025-3-26 11:16 作者: happiness 時(shí)間: 2025-3-26 15:44
Ableitende Harnwege und Urethra,ents which is stabilized with fly ash is presented. Optimum fly ash requirement is also affected by the presence of organic content in clay. The optimum fly ash content for stabilization of kaolinite with different organic content is also presented in this paper.作者: Accrue 時(shí)間: 2025-3-26 16:49
,Factors Influencing?PVD Performance in Soft Clay Consolidation, influence PVD performance such as soil, soil disturbance due to installation, PVD materials, etc., and recommends a procedure for PVD design and selection of PVD and installation method for a project.作者: 使乳化 時(shí)間: 2025-3-27 00:42 作者: deciduous 時(shí)間: 2025-3-27 03:19
Bearing Capacity of Strip Footing on Clay Soil Reinforced with Metal Strips and with Anchors, conditions. Maximum increase was observed for the case of constant length of reinforcement. Provision of end anchors increases the bearing capacity significantly and permits use of shorter reinforcement with low coverage ratio.作者: 潔凈 時(shí)間: 2025-3-27 06:45 作者: 生命 時(shí)間: 2025-3-27 11:54 作者: 瑪瑙 時(shí)間: 2025-3-27 15:47
Use of Jhama Columns as Replacement of Stone Columns,ied to observe the difference in behaviour of a stone column and a jhama column in terms of bearing capacity and mode of failure. A numerical analysis using Plaxis-2D was also carried out to observe the load-settlement behavior of all the models. A good agreement of experimental and analytical results was observed.作者: Vital-Signs 時(shí)間: 2025-3-27 18:50
https://doi.org/10.1007/978-3-642-50221-7soils over lime stabilized and enzyme stabilized soils. CBR tests were also done by varying the percentage of clay in the soil specimens. In all tests enzymatic lime stabilized soils exhibited superior improvement of properties.作者: 欺騙世家 時(shí)間: 2025-3-28 01:48 作者: Cholesterol 時(shí)間: 2025-3-28 05:14 作者: lethal 時(shí)間: 2025-3-28 06:57
Geotechnical Aspects of Various Constructions along the Canal Embankment using Rice Husk Ash as Staermined on the expansive clay specimen to which RHA was added in different quantities such as 5, 10, 15, 20… 50% by dry weight of the soil. Test results indicated that FSI and PI decreased with increasing RHA content. Further, CBR and angle of internal friction increase while cohesion decrease.作者: facilitate 時(shí)間: 2025-3-28 13:39
Pathological Voice Acquisition, untreated sand in the load carrying capacity and settlement behavior of footing resting on loose sand. The effects of Geopolymer soil column and untreated sand are investigated by conducting experimental studies. The parameters involved in this study include soil column spacings and curing periods.作者: 巧思 時(shí)間: 2025-3-28 18:35 作者: 飛鏢 時(shí)間: 2025-3-28 22:06 作者: 全神貫注于 時(shí)間: 2025-3-29 02:45
https://doi.org/10.1007/978-3-642-69456-1rtical Drain or PVD has gained considerable importance in accelerating soft clay consolidation for major civil engineering construction projects worldwide, as it is economical with proven efficiency. However, there is still some confusion and uncertainty in selecting the right type of PVD for a part作者: 暴行 時(shí)間: 2025-3-29 03:21
K. L. Heilmann,G. D?hnert,W. Hofmanntantial distress to the structures built on them. The main objective of this study is to evaluate the effectiveness of micropile and performance of geotextile to resists upward movement of structures built over expansive soil. For this study, the expansive clay compacted in a steel box of size 50?cm作者: 幼稚 時(shí)間: 2025-3-29 08:36 作者: Veneer 時(shí)間: 2025-3-29 13:11
Th. Eckhardt,T. H. Sch?ndorf,H. G. Lasch of laboratory scale-load tests on a model strip footing resting on clay reinforced with confined geocells. The parameters varied include aspect ratio of the aperture of geocell, infill materials and relative density of the infill material. The infill materials used in this study are sand, 6?mm aggr作者: Inscrutable 時(shí)間: 2025-3-29 16:15
https://doi.org/10.1007/978-3-642-61009-7ade material. Glass fiber of 20?mm length with varying fiber contents (.?=?0.25, 0.5, 0.75 and 1% by dry weight of soil) was used as reinforcement. The effects of fiber content variation on compaction parameters of soil, and the effect of fiber content and soaking time variation on CBR strength were作者: bronchiole 時(shí)間: 2025-3-29 20:50
https://doi.org/10.1007/978-3-642-59230-0plate anchors. Load and corresponding settlements were measured and results presented in the form of pressure–settlement curves. Model strip footing was a rigid steel plate while galvanized iron sheet strips of 1?mm thickness were used as reinforcement with 16% coverage. Anchor plates were attached 作者: Detain 時(shí)間: 2025-3-30 03:03 作者: 槍支 時(shí)間: 2025-3-30 05:47
Ableitende Harnwege und Urethra,is a key factor which affects the index properties, unconfined compressive strength and compaction behavior. Fly ash stabilization of clay is a commonly used stabilization method in pavement construction. Presence of organic content affects the stabilization of clay using fly ash, because organic co作者: SIT 時(shí)間: 2025-3-30 11:24 作者: 大門在匯總 時(shí)間: 2025-3-30 13:54
Pathologie als Naturwissenschafttic limit, compaction characteristics, CBR and shear strength parameters when it is mixed with different percentages of Quarry dust (0, 5 and 10%) and Ferric chloride by dry weight of soil. Quarry dust has been chosen, as it is problematic to the environment and public due to its improper disposal. 作者: genuine 時(shí)間: 2025-3-30 19:49 作者: Chivalrous 時(shí)間: 2025-3-30 21:26 作者: 大門在匯總 時(shí)間: 2025-3-31 03:23
Praktisch-technische Vorbemerkungen,strial waste. It is abundantly available and therefore needs to be effectively disposed. The paper presents experimental results obtained from tests conducted on RHA-clay blends. Liquid limit, plasticity index, free swell index (FSI), compaction characteristics, strength parameters, and CBR were det作者: GULF 時(shí)間: 2025-3-31 08:59
Pathologie der Laboratoriumstiere burnt brickbats) are being used as an alternative to stones. It is intended in the present study to compare the load carrying capacity of stone columns with that of jhama columns through laboratory tests and to conclude whether the jhama columns can be an alternative to stone columns. Model tests w作者: oracle 時(shí)間: 2025-3-31 12:16 作者: 開玩笑 時(shí)間: 2025-3-31 14:08 作者: electrolyte 時(shí)間: 2025-3-31 18:33
Behaviourial Study on Geopolymer Column in Soil, untreated sand in the load carrying capacity and settlement behavior of footing resting on loose sand. The effects of Geopolymer soil column and untreated sand are investigated by conducting experimental studies. The parameters involved in this study include soil column spacings and curing periods.作者: abnegate 時(shí)間: 2025-4-1 00:55 作者: 寬度 時(shí)間: 2025-4-1 05:52 作者: insidious 時(shí)間: 2025-4-1 08:27
,Factors Influencing?PVD Performance in Soft Clay Consolidation,rtical Drain or PVD has gained considerable importance in accelerating soft clay consolidation for major civil engineering construction projects worldwide, as it is economical with proven efficiency. However, there is still some confusion and uncertainty in selecting the right type of PVD for a part作者: 滑動(dòng) 時(shí)間: 2025-4-1 10:13 作者: 不出名 時(shí)間: 2025-4-1 16:08 作者: BROOK 時(shí)間: 2025-4-1 20:31 作者: Aggressive 時(shí)間: 2025-4-2 02:11 作者: 通情達(dá)理 時(shí)間: 2025-4-2 06:37
Bearing Capacity of Strip Footing on Clay Soil Reinforced with Metal Strips and with Anchors,plate anchors. Load and corresponding settlements were measured and results presented in the form of pressure–settlement curves. Model strip footing was a rigid steel plate while galvanized iron sheet strips of 1?mm thickness were used as reinforcement with 16% coverage. Anchor plates were attached 作者: Felicitous 時(shí)間: 2025-4-2 09:10
Application of Microbial-Induced Carbonate Precipitation for Soil Improvement via Ureolysis,sustainable method of ground improvement. The MICP (microbially induced carbonate precipitation) technique is one such method in which metabolic pathways of microorganism are utilized to form calcite precipitation inside the soil matrix leading to improve the engineering properties of soil. Ureolysi作者: facilitate 時(shí)間: 2025-4-2 12:45
