書(shū)目名稱Ground Improvement and Reinforced Soil Structures影響因子(影響力)學(xué)科排名
書(shū)目名稱Ground Improvement and Reinforced Soil Structures網(wǎng)絡(luò)公開(kāi)度
書(shū)目名稱Ground Improvement and Reinforced Soil Structures網(wǎng)絡(luò)公開(kāi)度學(xué)科排名
書(shū)目名稱Ground Improvement and Reinforced Soil Structures被引頻次
書(shū)目名稱Ground Improvement and Reinforced Soil Structures被引頻次學(xué)科排名
書(shū)目名稱Ground Improvement and Reinforced Soil Structures年度引用
書(shū)目名稱Ground Improvement and Reinforced Soil Structures年度引用學(xué)科排名
書(shū)目名稱Ground Improvement and Reinforced Soil Structures讀者反饋
書(shū)目名稱Ground Improvement and Reinforced Soil Structures讀者反饋學(xué)科排名
作者: aristocracy 時(shí)間: 2025-3-22 00:10 作者: investigate 時(shí)間: 2025-3-22 01:22 作者: 我就不公正 時(shí)間: 2025-3-22 05:09 作者: 規(guī)章 時(shí)間: 2025-3-22 09:47 作者: Enervate 時(shí)間: 2025-3-22 15:44
Psychodynamische Aspekte: Selbstbilder,opy (SEM) analysis was carried for understanding the texture and microstructure of the geopolymer blends for the addition of different precursor’s contents. The micrographs of the geopolymer blends showed the formation of Si–O-Si bonds, and micro-cracks were observed for the blends having a higher percentage of precursor content.作者: Enervate 時(shí)間: 2025-3-22 19:19
Experimental Study on Parametric Influences of Stone Column Reinforced Foundation Systems,ence of infilling material. Column behavior was monitored and recorded in terms of load-settlement responses. Responses thus received indicated considerable effects of each of parameter varied. Though a physical study was aimed initially, however, only few tests could be performed due to pandemic and rests have been simulated through Plaxis3D.作者: Maximizer 時(shí)間: 2025-3-22 23:22 作者: Reservation 時(shí)間: 2025-3-23 02:12 作者: Costume 時(shí)間: 2025-3-23 07:43 作者: 招惹 時(shí)間: 2025-3-23 10:36
Strength Behavior of Polypropylene Fiber Reinforced GGBS Based Geopolymer Clay Blends,opy (SEM) analysis was carried for understanding the texture and microstructure of the geopolymer blends for the addition of different precursor’s contents. The micrographs of the geopolymer blends showed the formation of Si–O-Si bonds, and micro-cracks were observed for the blends having a higher percentage of precursor content.作者: 不要不誠(chéng)實(shí) 時(shí)間: 2025-3-23 17:45 作者: corpus-callosum 時(shí)間: 2025-3-23 19:28
Pathologisch-histologisches Praktikumve soil in order to reduce its plasticity characteristics to stabilize the expansive soil. Test results show that stabilizing with fly ash and palm oil fuel ash enhances the properties and the strength of the expansive soil as compared to untreated expansive soil.作者: 概觀 時(shí)間: 2025-3-23 23:47
A Laboratory Study on the Stabilized Expansive Soil with Partial Replacement of Fly Ash and Palm Oive soil in order to reduce its plasticity characteristics to stabilize the expansive soil. Test results show that stabilizing with fly ash and palm oil fuel ash enhances the properties and the strength of the expansive soil as compared to untreated expansive soil.作者: 摘要 時(shí)間: 2025-3-24 06:19
Improvement of Soft Clays Using Stone Columns with and Without Encasement,tion. Laboratory experiments have been carried out with granular piles of size 6?cm. In laboratory setup, hydraulic pressure was used to apply the load to the soil granular pile system and the dial gauges were used to measure the settlements. To obtain the stiffness of the pile, a test was carried o作者: superfluous 時(shí)間: 2025-3-24 07:24 作者: 廚師 時(shí)間: 2025-3-24 14:28 作者: Compass 時(shí)間: 2025-3-24 15:51 作者: Neuropeptides 時(shí)間: 2025-3-24 20:13
Enhancing the Engineering Properties of Black Cotton Soil by Using Magnesium Chloride,y. Coming from the inspection of test outcomes it was discovered that fluid utmost, versatility list, ideal dampness content diminished and most extreme dry thickness, California bearing proportion and edge of inward grating expanded with an expansion in MgCl..作者: synchronous 時(shí)間: 2025-3-25 03:13 作者: dominant 時(shí)間: 2025-3-25 03:40
Numerical Analysis and Experimental Study on Reinforcement Using PVC Rod in the Vicinity of Pressurize and an optimum length was found out. The optimum length was found out to be 2.5B, where B is the base of the footing. The test results reveal that the reinforcement using PVC rods improved the mechanical properties of the soil.作者: headway 時(shí)間: 2025-3-25 09:27
Strength and Deformation Characteristics of Subgrade Soil Stabilized with Plastic Covers,ive strength (UCC) tests are carried out with plastic contents of 0.1–0.7% and the optimum amount required is found out. Laboratory results obtained favorably suggest that shear strength increases up to an optimum value, with the increase in plastic content, and the longer and wider strips lead to s作者: NEG 時(shí)間: 2025-3-25 14:05 作者: agglomerate 時(shí)間: 2025-3-25 16:19 作者: 小官 時(shí)間: 2025-3-25 21:27 作者: 條街道往前推 時(shí)間: 2025-3-26 02:08
Effect of Fiber Reinforcement on the Strength of Geopolymerised Soil: An Experimental Investigationon for both fibers reinforced AAB treated soil using stereomicroscopic, Fourier-transform infrared (FTIR) spectroscopy, and scanning electron microscope (SEM) analysis. The unconfined compressive strength (UCS), split tensile strength (STS), and flexural tests for PF-AAB-soil and TCF-AAB-soil are ca作者: 蚊帳 時(shí)間: 2025-3-26 06:37
C. N. V. Satyanarayana Reddy,Sireesh Saride,A. Mur作者: 執(zhí) 時(shí)間: 2025-3-26 10:59 作者: 疲憊的老馬 時(shí)間: 2025-3-26 15:56 作者: antiandrogen 時(shí)間: 2025-3-26 20:00 作者: 莎草 時(shí)間: 2025-3-26 22:43 作者: 蒸發(fā) 時(shí)間: 2025-3-27 04:11 作者: Adenoma 時(shí)間: 2025-3-27 09:19 作者: 油氈 時(shí)間: 2025-3-27 10:29 作者: aviator 時(shí)間: 2025-3-27 16:39
https://doi.org/10.1007/978-3-642-87793-3ive strength (UCC) tests are carried out with plastic contents of 0.1–0.7% and the optimum amount required is found out. Laboratory results obtained favorably suggest that shear strength increases up to an optimum value, with the increase in plastic content, and the longer and wider strips lead to s作者: 希望 時(shí)間: 2025-3-27 21:00 作者: 火花 時(shí)間: 2025-3-27 23:14 作者: TRUST 時(shí)間: 2025-3-28 03:00 作者: Commentary 時(shí)間: 2025-3-28 09:20 作者: opinionated 時(shí)間: 2025-3-28 13:55 作者: LARK 時(shí)間: 2025-3-28 18:24 作者: 音樂(lè)戲劇 時(shí)間: 2025-3-28 22:26
Pathologisch-histologisches Praktikumns of an experimental study. A model of reinforced dry sand bed using a large laminar shear box on the shaking table has been developed. The laminar box has inner dimensions of 1000?mm?×?1000?mm?×?1000?mm (length?×?width?×?depth) and consists of 23 hollow aluminum layers. These layers are placed ove作者: 水獺 時(shí)間: 2025-3-28 23:16 作者: BALE 時(shí)間: 2025-3-29 06:36
https://doi.org/10.1007/978-3-642-87797-1physical, chemical, biological or combined methods to meet an engineering purpose. Soft clay is a problematic soil from civil engineering construction point of view. To make them more feasible to construction purposes, numerous materials have been used. In this paper stabilization of soft clay using作者: 脫落 時(shí)間: 2025-3-29 10:35 作者: 惡意 時(shí)間: 2025-3-29 13:15
Pathologisch-histologisches Praktikumwith the seasonal moisture variation and unequal settlement. As a result, damage to foundation systems, structural elements and architectural features defeats the purpose for which the structures are built. Geotechnical researchers are searching for various options to mitigate the adverse nature of 作者: 雪崩 時(shí)間: 2025-3-29 18:37 作者: Obituary 時(shí)間: 2025-3-29 22:19
Pathologische Anatomie der Idiotiethods for decontaminating the soil. There are many existing methods for the decontamination of sandy soil, but the decontamination of clayey soil was difficult as it has very less porosity; hence movement of ions becomes very difficult. Electro kinetic treatment is one of the methods which can be us作者: BOOST 時(shí)間: 2025-3-30 01:07
Allgemeine Histogenese der Tuberkuloseneering problems or damage the existing structures. The effects causing damage are mainly the demolition of buildings, roads and pipelines in uncropped soils and the leaching in landfills through desiccation cracks. So a better comprehension of the desiccation cracking process is essential. This stu作者: 保全 時(shí)間: 2025-3-30 04:05
Giftige Pflanzen und Pflanzenteiles used by the engineers that helps to improve the engineering characteristics of soil is soil reinforcement. Inclusion of reinforcement in the vicinity of pressure bulb using PVC rods in sand below the footing is a novel approach in ground improvement technique. This paper endeavors to show some asp作者: 過(guò)份 時(shí)間: 2025-3-30 11:47
https://doi.org/10.1007/978-3-642-87793-3gases during the melting of plastic and the major portion of plastic waste ends up in landfill which results in the leaching of toxic substances to the soil. Soil stabilization is one of the effective ways for plastic waste management. This new technique can be productively used to meet the problems作者: 周年紀(jì)念日 時(shí)間: 2025-3-30 14:25
Blut und Organe der Blutbildung,c cells, namely, a cylindrical tank consisting of strip electrodes and a rectangular tank consisting of plate electrodes, were used. Experiments were conducted for varying voltages of 60 and 90?V with initial moisture content (IMC) of 60 and 70%. The enhancement of soil stabilization is done by plac作者: Keratectomy 時(shí)間: 2025-3-30 18:15 作者: 剛毅 時(shí)間: 2025-3-30 23:10
Wasser-, Elektrolyt- und Mineralhaushalt,was also located at very shallow depths at these locations. The subsoil below the embankment was identified to possess liquefaction potential up to a depth of 8–11?m from EGL. Though different compaction techniques are available to densify the soil and mitigate the liquefaction potential, the dynami作者: 換話題 時(shí)間: 2025-3-31 04:04
https://doi.org/10.1007/978-3-642-99096-0 to control embankment deformations by different construction and ground improvement methods. One frequently used method of improving soft ground is to provide a stiff reinforced granular bed (RGB) over soft ground. This paper presents the analysis of deformations of the embankment over RGB treating作者: 細(xì)節(jié) 時(shí)間: 2025-3-31 09:03 作者: 噴出 時(shí)間: 2025-3-31 10:03 作者: cluster 時(shí)間: 2025-3-31 13:40 作者: 手銬 時(shí)間: 2025-3-31 18:30
Improvement of Soft Clays Using Stone Columns with and Without Encasement,tc. To mitigate such problems, stone column technique seems to be a very suitable and favorable ground improvement technique for deep soft soil improvement. Further to prevent excessive bulging and squeezing of stone into soft soil, stone column can be encased with suitable geo-synthetics. Another a作者: Digest 時(shí)間: 2025-4-1 00:47
,Geotechnical Properties of Soft Improved Ground from In Situ Time–Settlement Plots, a period of time during which some consolidation occurs. In this study, a method is developed for the estimation of the coefficient of consolidation based on the degree of consolidation at the end of construction time for sand drain treated ground. The proposed method is used for the estimation of 作者: forecast 時(shí)間: 2025-4-1 01:59
