標(biāo)題: Titlebook: Best Practices in Geotechnical and Pavement Engineering; Select Proceedings o Sreevalsa Kolathayar,N. Vinod Chandra Menon,K. S. Conference [打印本頁] 作者: 烈酒 時(shí)間: 2025-3-21 20:07
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書目名稱Best Practices in Geotechnical and Pavement Engineering讀者反饋學(xué)科排名
作者: avenge 時(shí)間: 2025-3-21 20:19 作者: 伙伴 時(shí)間: 2025-3-22 04:08
Nonlinear Behaviour of Foundation on Gravel Tire Crumb Mixture for Shallow Bedrock Sitese low specific gravity, high damping ratio, high elasticity, high durability, and low compaction energy, making them a cost-effective way to consume stockpiles of scrap tires globally while promoting a cleaner environment. The primary aim of this study is to determine the energy absorption capacity 作者: DNR215 時(shí)間: 2025-3-22 05:13 作者: OUTRE 時(shí)間: 2025-3-22 10:54 作者: 蕨類 時(shí)間: 2025-3-22 12:54
Retrofit of Foundations Supporting Structures That Have Undergone Settlement Located in Seismically to the foundations from the superstructure exceeds the supporting soil’s bearing capacity. Retrofitting of foundations is a challenging job when compared to retrofitting other structural members present in the superstructure. The work presented in this paper is a practical case of retrofit of a slab作者: Afflict 時(shí)間: 2025-3-22 18:15 作者: 沒有準(zhǔn)備 時(shí)間: 2025-3-22 21:17
Exploring the Correlation Between Compressive Strength and Hydraulic Conductivity in Soft Soil with ll evaluate whether metakaolin (MK) stabilizes clay soils. We treated certain soil samples with 0, 5, 10, and 15% metakaolin after examining their physical and chemical properties. They were lab-tested for durability and water transfer. The 15% metakaolin content decreased hydraulic conductivity by 作者: 暫時(shí)休息 時(shí)間: 2025-3-23 03:02 作者: 聲明 時(shí)間: 2025-3-23 08:17 作者: 分發(fā) 時(shí)間: 2025-3-23 12:10 作者: certain 時(shí)間: 2025-3-23 16:20
Evaluating the Influence of Montmorillonite Content on Swelling Behaviour in Relation to Its Plasticrime reason behind volume change behaviour. These contents may vary with the origin of the soils, and so does the swelling behaviour. Their estimation with respect to different soils offers better accuracy in swell determination. The current study aimed to investigate the influence of Montmorillonit作者: 徹底明白 時(shí)間: 2025-3-23 19:52
3D Numerical Investigation of Stone Columns Simulated in Soft Soilndations, reduce differential settlement, and raise the bearing capacity of soft soil. In the current research, numerical simulations utilizing Plaxis 3D, a FEM-based program, and stone column behavior are examined. The behavior of the stone columns has been examined concerning several characteristi作者: 上腭 時(shí)間: 2025-3-23 23:45
Uncertainty of Measurement of Geotechnical Parameters of a Lateritic Soill parameters is a challenging task requiring both a sound judgment and a vast experience. There are numerous uncertainties present in the field of geotechnical engineering due to various kinds of sources. Therefore, the degree of uncertainty arising from sources generally depends on various factors 作者: AV-node 時(shí)間: 2025-3-24 04:32 作者: 不成比例 時(shí)間: 2025-3-24 06:41
Estimation of Unconfined Compressive Strength of Cohesive Soils in and Around Mysore, South Indiay subsurface civil infrastructural constructions. The purpose of this research was to investigate the effect of soil type on the rheological parameters of a re-engineered cohesive soil. According to the ASTM standard, the shear strength of the unconsolidated soil under unconfined circumstances is me作者: 抵制 時(shí)間: 2025-3-24 14:38
Impact of Plastic Waste on the 3D Consolidation Characteristics of Sandy-Silt with Clay Soillid waste. The present study has taken the initiative to mitigate the harmful effect of plastic on the environment by performing a laboratory 3D consolidation test to investigate the impact of waste plastic fibres on the consolidation behaviour of the soil. The experimental study used two different 作者: 著名 時(shí)間: 2025-3-24 18:37 作者: 諂媚于人 時(shí)間: 2025-3-24 20:01 作者: 忘川河 時(shí)間: 2025-3-25 02:31
Nonlinear Behaviour of Foundation on Gravel Tire Crumb Mixture for Shallow Bedrock Sites results showed a sudden drop in shear until 10% of GRM was observed, followed by a gradual reduction in shear with increasing GRM percentages. Shear values after 30% of GRM began to show the shear value of rubber. The energy absorption capacity increased with an increase in confining pressure, and 作者: 我不重要 時(shí)間: 2025-3-25 05:44 作者: 驚惶 時(shí)間: 2025-3-25 11:34 作者: 善變 時(shí)間: 2025-3-25 15:11 作者: obsolete 時(shí)間: 2025-3-25 19:16
Exploring the Correlation Between Compressive Strength and Hydraulic Conductivity in Soft Soil with il increases erosion resistance and decreases water permeability. This may be a cost-effective way to improve clay soil’s mechanical and hydraulic qualities for building. This information may be used to plan and build clay soil embankments, dams, and retaining walls. We now have another instrument t作者: 商業(yè)上 時(shí)間: 2025-3-25 23:13
Laboratory Investigation of Soil Stabilization Using Terrazyme and Cementt gave maximum strength for terrazyme 5x chemical, 5% along with cement gave maximum strength for terrazyme 11x chemical, and hence bio-enzymes chemical like terrazyme can be used for soil stabilization in problematic soil.作者: 大溝 時(shí)間: 2025-3-26 02:53
A Framework for Geotechnical Engineering Practice and Educationications in engineering practice for developing a multidisciplinary talent in engineers. This is then followed by a discussion on trends such as development and incorporation of new technology, climate change and requirements of complex but sustainable projects in difficult conditions which are like作者: Veneer 時(shí)間: 2025-3-26 05:12
Forsterite-Treated Silt as a Liner Materiale and cost-effective additive that may be effective in stabilizing soil due to high amounts of magnesium oxide. Silt samples collected from two different lake beds were used in this study. Test results indicate that the hydraulic conductivity values for both the forsterite-treated silt samples satis作者: 和藹 時(shí)間: 2025-3-26 08:46 作者: MEET 時(shí)間: 2025-3-26 16:41 作者: 蓋他為秘密 時(shí)間: 2025-3-26 18:07
Uncertainty of Measurement of Geotechnical Parameters of a Lateritic Soilparameters of a lateritic soil. The tests were repeated for five times to assess the uncertainty. The soil tests carried out in laboratory were compared with tests performed in NABL-accredited laboratory. The uncertainty for liquid limit, plastic limit, optimum moisture content, maximum dry density,作者: 惡意 時(shí)間: 2025-3-26 21:44
Analysis of Slope Stability for Hill-Based Construction in NE India: A Case Study in Guwahatietween slope geometries of undisturbed and remoulded soil has also been studied. The parametric study of undisturbed soil slopes signifies about 40% loss of stability with respect to 100% increase in slope angle at low moisture content. As the slope becomes more and steeper, the factor of safety dec作者: 縮減了 時(shí)間: 2025-3-27 01:44
Estimation of Unconfined Compressive Strength of Cohesive Soils in and Around Mysore, South India 64°. The stress–strain diagram and Mohr circle exhibit average values of normal stress, shear stress and internal angle of friction for four major types of soil of the study area. The outcome of the experimental program led to govern the shear strength of the soil is also conferred.作者: 符合國情 時(shí)間: 2025-3-27 07:35 作者: 浪費(fèi)物質(zhì) 時(shí)間: 2025-3-27 12:23
https://doi.org/10.1007/978-3-540-48466-0 to the utilization of locally available materials, resilient enough to withstand diverse weather conditions, has risen to prominence. The adoption of stabilized pavement materials, typically integrated into base and sub-base courses, not only ensures longevity but also serves as a much needed measu作者: 牢騷 時(shí)間: 2025-3-27 17:17
1.2.14 Silicon-centered radicals,ing level across different borehole locations on the site. Due to inconsistent N values, different safe-bearing capacities were reported. A raft foundation was initially planned and the philosophy of a shallow sub-structure system could not be adopted with uneven bearing pressures across the site. A作者: 火花 時(shí)間: 2025-3-27 21:30 作者: RALES 時(shí)間: 2025-3-28 00:54
1.2.16 Sulfur-centered radicals,sing PLAXIS 2D with experimental results. The study’s findings demonstrate that reinforcement configuration has a high potential to improve the load-bearing characteristics of the geotextile-reinforced solution, where experimental results depicted a good agreement with numerical simulations. The con作者: 木質(zhì) 時(shí)間: 2025-3-28 02:48 作者: 外露 時(shí)間: 2025-3-28 10:12
1.2.16 Sulfur-centered radicals,bility of various embankments constructed using Matsuo stability charts for different embankment loading. Further, these embankments constructed on soft ground are modelled in SLOPE/W based on the limit equilibrium method and the factor of safety (FOS) estimated. Factor of safety obtained from the M作者: 清唱?jiǎng)?nbsp; 時(shí)間: 2025-3-28 14:06
1.2.5 Beryllium-centered radicals,il increases erosion resistance and decreases water permeability. This may be a cost-effective way to improve clay soil’s mechanical and hydraulic qualities for building. This information may be used to plan and build clay soil embankments, dams, and retaining walls. We now have another instrument t作者: Malcontent 時(shí)間: 2025-3-28 17:41 作者: pancreas 時(shí)間: 2025-3-28 22:40
1.2.17 Chlorine-centered radicals,ications in engineering practice for developing a multidisciplinary talent in engineers. This is then followed by a discussion on trends such as development and incorporation of new technology, climate change and requirements of complex but sustainable projects in difficult conditions which are like作者: CLEAR 時(shí)間: 2025-3-29 00:18
1.2.13 Aluminum-centered radicals,e and cost-effective additive that may be effective in stabilizing soil due to high amounts of magnesium oxide. Silt samples collected from two different lake beds were used in this study. Test results indicate that the hydraulic conductivity values for both the forsterite-treated silt samples satis作者: Ledger 時(shí)間: 2025-3-29 06:43
1.2.15 Phosphorus-centered radicals,alysis, respectively. From the measured values, relationships were established between MMC and FSI in reference to their plasticity (i.e. CH and CL). It was observed that the swelling increases linearly with MMC in both CH and CL cases, irrespective of the location. However, more scatter can be obse作者: panorama 時(shí)間: 2025-3-29 11:19
1.2.10 Fluorine-centered radicals,bearing capacity has been found to increase by 151, 234, and 376% when change in diameter. The similar trends were noted in the case of L/D column, bearing capacity increased by 226, 230, and 234%; for shear strength 7 kPa is decreased by 57.41% and undrained shear strength of 30 kPa increased by 23作者: 煞費(fèi)苦心 時(shí)間: 2025-3-29 15:25
1.2.10 Fluorine-centered radicals,parameters of a lateritic soil. The tests were repeated for five times to assess the uncertainty. The soil tests carried out in laboratory were compared with tests performed in NABL-accredited laboratory. The uncertainty for liquid limit, plastic limit, optimum moisture content, maximum dry density,作者: Obscure 時(shí)間: 2025-3-29 16:14
1.2.17 Chlorine-centered radicals,etween slope geometries of undisturbed and remoulded soil has also been studied. The parametric study of undisturbed soil slopes signifies about 40% loss of stability with respect to 100% increase in slope angle at low moisture content. As the slope becomes more and steeper, the factor of safety dec作者: scrape 時(shí)間: 2025-3-29 20:58 作者: Defense 時(shí)間: 2025-3-30 02:43 作者: Diskectomy 時(shí)間: 2025-3-30 04:41 作者: CHASM 時(shí)間: 2025-3-30 11:55 作者: 寡頭政治 時(shí)間: 2025-3-30 13:24
2366-2557 otechnical monitoring systems, and ground improvement techniques to address soil stability, settlement, and liquefaction issues. This book is useful for researchers and professionals’ geotechnical engineering..978-981-99-8507-4978-981-99-8505-0Series ISSN 2366-2557 Series E-ISSN 2366-2565 作者: periodontitis 時(shí)間: 2025-3-30 18:03 作者: 死貓他燒焦 時(shí)間: 2025-3-30 20:48 作者: BRIBE 時(shí)間: 2025-3-31 04:50 作者: Reclaim 時(shí)間: 2025-3-31 08:56 作者: Contend 時(shí)間: 2025-3-31 12:56 作者: Synapse 時(shí)間: 2025-3-31 14:28
