作者: Madrigal 時間: 2025-3-21 21:42
Paternal Postnatal Psychiatric Illnessestwo side retaining walls on open foundations and earthfill between the two walls. Due to presence of soft clay below the ramps, allowable bearing capacity was very low, and settlements were high to support the weight of ramps which had a maximum height of 12?m. Hence, it was essential to evaluate th作者: Immunization 時間: 2025-3-22 03:54
Citizen Action in Brussels: Some Comments,the installation of prefabricated vertical drains (PVD), the mandrel is pushed with static force until the required installation depth is reached. After reaching the installation depth, the mandrel is withdrawn, and the PVD is held in place by an anchor. This installation and taking out of the mandr作者: 卷發(fā) 時間: 2025-3-22 08:39 作者: elastic 時間: 2025-3-22 10:39 作者: hidebound 時間: 2025-3-22 15:32 作者: hidebound 時間: 2025-3-22 20:20 作者: GROVE 時間: 2025-3-22 21:54 作者: Legend 時間: 2025-3-23 04:06 作者: voluble 時間: 2025-3-23 07:23 作者: Blatant 時間: 2025-3-24 06:53 作者: 狼群 時間: 2025-3-24 13:42 作者: Dungeon 時間: 2025-3-24 14:53
https://doi.org/10.1007/978-3-642-60203-0and other geotechnical fields. Substantial amount of time, resource, and energy is required to obtain experimental data like CBR values and other parameters in road sub-base constructions. Application of multivariate regression models can be used in predicting the CBR values, and other properties of作者: radiograph 時間: 2025-3-24 20:52
https://doi.org/10.1007/978-4-431-55588-9l issues because of its alkaline nature, thereby polluting the groundwater and surface water. Crusher dust is also an industrial waste generated from the crusher plant that is rich in silica, which storage is also an environmental issue. Hence, this article outlines the binary blending of red mud an作者: 周興旺 時間: 2025-3-25 00:03
Enhancement of Soil Properties by Using Red Mud and Lime,terials, red mud (RM) is one, which is a by-product generated during the invention of alumina (Al.O.) from bauxite using Bayer process. So, to minimize these wastes, it can be used as a construction material. This paper demonstrates the maximum use of solid waste RM for the stabilization and influen作者: 適宜 時間: 2025-3-25 05:52
Ground Improvement for Open Foundation on Soft Clays Using Stone Columns and PVD Drains for Retainitwo side retaining walls on open foundations and earthfill between the two walls. Due to presence of soft clay below the ramps, allowable bearing capacity was very low, and settlements were high to support the weight of ramps which had a maximum height of 12?m. Hence, it was essential to evaluate th作者: Barter 時間: 2025-3-25 07:30
State of the Art on the Extent of Smear Zone and Variation of Permeability During the Installation the installation of prefabricated vertical drains (PVD), the mandrel is pushed with static force until the required installation depth is reached. After reaching the installation depth, the mandrel is withdrawn, and the PVD is held in place by an anchor. This installation and taking out of the mandr作者: 寬敞 時間: 2025-3-25 13:35 作者: MAPLE 時間: 2025-3-25 17:06 作者: 確定方向 時間: 2025-3-25 23:29 作者: 不可侵犯 時間: 2025-3-26 00:18
,Application of Prefabricated Vertical Drains (PVDs) for Improvement of Soft Clays—A Case Study,and the execution steps undertaken for the application of Prefabricated Vertical Drains (PVDs) with surcharge as a ground improvement technique. The case study is based on the warehousing project in Navi Mumbai, India. The paper represents how the time for consolidation can be reduced using the PVDs作者: Condyle 時間: 2025-3-26 04:24 作者: cipher 時間: 2025-3-26 09:34 作者: Malcontent 時間: 2025-3-26 14:17 作者: 縮影 時間: 2025-3-26 18:49
A Study of Load Distribution Between Soil and Stone Columns,ding to modification of such grounds using different ground improvement techniques. Stone or granular columns is one such technique, where vertical columns are installed in the ground replacing certain portion of unsuitable soil with well compacted aggregate and sand mixture. The stiffness of the cl作者: Abnormal 時間: 2025-3-27 01:02 作者: Indigence 時間: 2025-3-27 02:42
Static and Dynamic Study on the Performance of Modified Stone Column in Ahmedabad Soil,med static and dynamic analyses for the performance of stone column. The behavior of stone column can change significantly after the event of an earthquake. Very little work has been done in this area. So, it is essential to employ the study the performance of the existing stone column after the eve作者: 根除 時間: 2025-3-27 07:31 作者: 揮舞 時間: 2025-3-27 11:20
Behavior of Jute Fiber-Reinforced Sand Using Direct Shear Test for Ground Engineering Application,er (0, 0.25, 0.5, 1, and 1.50%, by weight of soil), length of fiber (10, 20, and 40?mm), relative density of sands (30, 50, and 80%), variation of water content (0, 20, 60, and 100%), and normal stresses (50, 100, and 150?kPa). It has been observed that the peak shear stress of randomly mix of jute 作者: Anal-Canal 時間: 2025-3-27 14:42 作者: 缺陷 時間: 2025-3-27 18:45
Improvement of Soft Ground by Employing Granular Piles Below Raft,ity and reduced in settlement. It has been employed to improve the bearing capacity soils underneath the raft foundation, liquid storage tanks, embankments and other low-rise structures. In this study, the bearing capacity of granular piles reinforced on soft clayey soils under?the vertically loaded作者: DEAF 時間: 2025-3-27 22:41 作者: 絕種 時間: 2025-3-28 02:16 作者: 懶洋洋 時間: 2025-3-28 06:28
https://doi.org/10.1007/978-1-4039-3781-0 UCS, and CBR values, the optimum percentage of RM was found to be 40%. When the lime is added to RM stabilized soil, the MDD values rise up to 4% and the OMC decreases. In addition, the UCS, cohesion, soil friction angle, and CBR increased by 4%. For effective stabilization, the ratio of soil, RM, 作者: 才能 時間: 2025-3-28 12:46 作者: BOAST 時間: 2025-3-28 18:30 作者: Coterminous 時間: 2025-3-28 20:25
Wiener Path Integral Formalism,n by providing Rammed stone column as remedy. Similar ground improvement technique using vibro stone column was adopted in the vicinity in coal handling plant (CHP) of same project in past. For mitigating the phenomenon of liquefaction, various cost-effective technical proposals were adopted to impr作者: 媽媽不開心 時間: 2025-3-29 00:35
Epigenetic Reprogramming in Lung Carcinomas,pted nearly for an area of 44 acres. This case study is about one of the biggest ground improvement projects on soft clays in India. The field monitoring was done using various equipment such as settlement gauges and the vibrating wire piezometer. Pore water pressures were studied, and the shear str作者: 知道 時間: 2025-3-29 06:57
https://doi.org/10.1007/978-3-662-64927-5 of earthen embankment, factors governing safe construction of embankment, and properties of marine clay. The study is being extended to analyze the behavior of earthen embankment with different remedial measures to mitigate the upcoming geotechnical stability problems with the installation of basal作者: Coordinate 時間: 2025-3-29 08:52 作者: 潛移默化 時間: 2025-3-29 14:31 作者: instructive 時間: 2025-3-29 18:32
https://doi.org/10.1007/978-1-4612-3326-85 to 190?MPa, which represents loose to dense condition of the granular material of the stone column with the relative stiffness (./.) varying between 5 and 13, and the size of stone column represented by area ratio (.) varying from 0.07 to 0.64. The study shows that the variation of ./. with respec作者: Jogging 時間: 2025-3-29 22:42
Pathochemical Markers in Major Psychosesm?+?35% 5?mm?+?35% 8?mm), and (40% 3?mm?+?30% 5?mm?+?30% 8?mm) with respect to time and loadings. The stone column consists of diameter 40?mm used. The 7?kPa pressure was applied at 2?day intervals. Least settlement of the soil was obtained in the case of (30% 3?mm?+?35% 5?mm?+?35% 8?mm) mix proport作者: 粘土 時間: 2025-3-30 03:16 作者: SPURN 時間: 2025-3-30 04:33
Adrian Auckenthaler,Peter Huggenbergerate and sodium hydroxide. The effects of changing fiber and binder doses (both AAB and lime) on CBR, tensile strength ratio, and modulus of rupture parameters in JF-reinforced soil were significant. JF-AAB soil has greater interfacial interaction, high interconnecting density, and tensile resistance作者: 遺留之物 時間: 2025-3-30 11:22
Gastrointestinal manlfestations of AIDS analysis was considered. The total height of the embankment was selected as 3.6?m. The construction periods for each layer being 0.6?m high were selected as 4–14?days, generally considered in practical fields. The corresponding consolidation settlements of the top surface of the ground and embankme作者: 催眠 時間: 2025-3-30 14:55 作者: 香料 時間: 2025-3-30 19:10
https://doi.org/10.1007/978-3-642-60203-0and non-linear regression models were developed to check the usefulness in prediction of the properties. In this paper, addition of 20% fly ash by dry weight of soil is recommended for clayey soil stabilization. Based on the regression analysis, the independent variables selected for prediction are 作者: 蕁麻 時間: 2025-3-30 22:00
Enhancement of Soil Properties by Using Red Mud and Lime, UCS, and CBR values, the optimum percentage of RM was found to be 40%. When the lime is added to RM stabilized soil, the MDD values rise up to 4% and the OMC decreases. In addition, the UCS, cohesion, soil friction angle, and CBR increased by 4%. For effective stabilization, the ratio of soil, RM, 作者: Mosaic 時間: 2025-3-31 02:12 作者: 使服水土 時間: 2025-3-31 05:38
State of the Art on the Extent of Smear Zone and Variation of Permeability During the Installation edge of the soil properties in the remolded zone and the development of precise forecasts of the influence of radial drainage during consolidation are of paramount importance. Several studies on preloading with vertical drains considering smear effect have been reported in the literature. This study作者: Horizon 時間: 2025-3-31 09:40 作者: 圓錐體 時間: 2025-3-31 14:59
,Application of Prefabricated Vertical Drains (PVDs) for Improvement of Soft Clays—A Case Study,pted nearly for an area of 44 acres. This case study is about one of the biggest ground improvement projects on soft clays in India. The field monitoring was done using various equipment such as settlement gauges and the vibrating wire piezometer. Pore water pressures were studied, and the shear str作者: 加劇 時間: 2025-3-31 18:08 作者: Flounder 時間: 2025-3-31 22:52 作者: 為現(xiàn)場 時間: 2025-4-1 05:14
Evaluation of Heave Behavior by Numerical Modeling of Granular Pile Anchor in Expansive Soil,t of footing. This paper attempts to study the heave behavior of GPA in expansive soil by numerical modeling with and without geogrid encasement using PLAXIS 2D. Heave phenomena of expansive clay bed reinforced with plain GPA and geogrid-encased GPA for three different pile lengths were analyzed. Ef作者: Sleep-Paralysis 時間: 2025-4-1 09:43
A Study of Load Distribution Between Soil and Stone Columns,5 to 190?MPa, which represents loose to dense condition of the granular material of the stone column with the relative stiffness (./.) varying between 5 and 13, and the size of stone column represented by area ratio (.) varying from 0.07 to 0.64. The study shows that the variation of ./. with respec作者: pus840 時間: 2025-4-1 10:49
An Experimental Study to Determine the Best Aggregate Mix for Stone Columns,m?+?35% 5?mm?+?35% 8?mm), and (40% 3?mm?+?30% 5?mm?+?30% 8?mm) with respect to time and loadings. The stone column consists of diameter 40?mm used. The 7?kPa pressure was applied at 2?day intervals. Least settlement of the soil was obtained in the case of (30% 3?mm?+?35% 5?mm?+?35% 8?mm) mix proport作者: accomplishment 時間: 2025-4-1 16:22 作者: 內(nèi)行 時間: 2025-4-1 18:35
Subgrade Strength Prediction Modeling On Fiber-Reinforced Expansive Soil Treated With Alkali Activaate and sodium hydroxide. The effects of changing fiber and binder doses (both AAB and lime) on CBR, tensile strength ratio, and modulus of rupture parameters in JF-reinforced soil were significant. JF-AAB soil has greater interfacial interaction, high interconnecting density, and tensile resistance作者: TERRA 時間: 2025-4-2 01:35
Numerical Studies on Effects of Embankment Layer Construction Period on Consolidation Settlements o analysis was considered. The total height of the embankment was selected as 3.6?m. The construction periods for each layer being 0.6?m high were selected as 4–14?days, generally considered in practical fields. The corresponding consolidation settlements of the top surface of the ground and embankme作者: 疲憊的老馬 時間: 2025-4-2 05:51 作者: CAPE 時間: 2025-4-2 08:24 作者: ELUDE 時間: 2025-4-2 13:40
Kasinathan Muthukkumaran,Rajesh Sathiyamoorthy,S. 作者: Inflamed 時間: 2025-4-2 18:20 作者: incontinence 時間: 2025-4-2 21:28
