作者: Ostrich 時間: 2025-3-21 22:17 作者: 極肥胖 時間: 2025-3-22 01:17 作者: Fissure 時間: 2025-3-22 08:23
Settlement Analysis of Locally Available Soft Soil Reinforced with Prefabricated Vertical Drain,each other at 6 and 8?kPa of surcharge load (stress). From these testing results, it may be concluded that PDVs are effective around up to 6?kPa or it may be said that PVDs can extract water from soft soils even when the soil is compacted at OMC.作者: 臭名昭著 時間: 2025-3-22 09:20 作者: acquisition 時間: 2025-3-22 13:04
https://doi.org/10.1007/978-94-009-4301-8 needs more attention from the research community. The experimentation is undertaken for steel fibers having three different ratios of length to diameter (L/D). Locally available black cotton soil in the region was used for experimentation, the results obtained displayed variation in soil characteri作者: acquisition 時間: 2025-3-22 20:08 作者: irreparable 時間: 2025-3-22 21:50
Disorders of the Anal Sphincters,aining technique to achieve 75% relative density. From the test results, it was found that sand mixed with 2% sisal fiber had a larger bearing capacity compared with all other combinations of sand admixed with other percentages of sisal fibers.作者: Vertical 時間: 2025-3-23 03:16
Masafumi Machida M.D., D.Med.Sci of expansive soil. Microbial induced calcite precipitation (MICP) was achieved using the microorganism Bacillus Pasteurii. The microbes in liquid medium and cementation media were introduced to the soil specimen. The soil specimens were kept for different reaction periods (0, 3, 7?and 14?days) with作者: 貧困 時間: 2025-3-23 08:24 作者: hematuria 時間: 2025-3-23 13:24 作者: 嚴厲譴責 時間: 2025-3-23 16:22
Pathogenesis of Periodontal Diseasesuction of tiles, bricks, etc. This paper portrays the effect of bagasse ash on various properties of concrete, expansive soils, kaolinite clay, lateritic soil, sandy loam soil, etc. The results of various tests like specific gravity, liquid limit, plastic limit, proctor compaction test, CBR test in 作者: 大罵 時間: 2025-3-23 20:40 作者: Gratuitous 時間: 2025-3-23 23:27 作者: 反應 時間: 2025-3-24 04:37
Pathogenic and Non-Pathogenic Amoebaet of the cases considered for the study. It was found that the failure mechanism of the improved sand stratum is predominantly governed by pile spacing and pile diameter than that of the initial relative density of the sand stratum and pile length.作者: ATP861 時間: 2025-3-24 09:09 作者: Ordeal 時間: 2025-3-24 12:36 作者: Neolithic 時間: 2025-3-24 18:02
https://doi.org/10.1007/978-3-642-99511-8eir research. They do not provide design procedures in their publications. This may cause a fresh researcher to think very deeply about the design steps or it may take them long periods to acquire a complete idea of the PVD design procedure. So, in this paper an interpretation of the PVD design is m作者: 加劇 時間: 2025-3-24 21:07 作者: 慢慢沖刷 時間: 2025-3-24 23:30 作者: 自制 時間: 2025-3-25 03:48 作者: agenda 時間: 2025-3-25 11:22 作者: 異常 時間: 2025-3-25 14:05 作者: corpus-callosum 時間: 2025-3-25 17:55 作者: LAST 時間: 2025-3-25 20:11 作者: wall-stress 時間: 2025-3-26 01:57 作者: Pedagogy 時間: 2025-3-26 05:57 作者: Decline 時間: 2025-3-26 12:09 作者: 過去分詞 時間: 2025-3-26 16:42 作者: GRIPE 時間: 2025-3-26 18:00 作者: 侵略 時間: 2025-3-26 21:41
Strength Behaviour of Marine Clay Stabilized with Marble Dust and Quarry Dust,ll as chemical properties of the weak subgrade soil. The investigation planned to be reported in the ensuing paper aims at presenting the improvement in properties of marine clay to be used as the subgrade, with the utilization of marble dust and quarry dust as a stabilizing agent.作者: macabre 時間: 2025-3-27 01:41 作者: 偏見 時間: 2025-3-27 06:05 作者: 偽善 時間: 2025-3-27 12:42 作者: 遷移 時間: 2025-3-27 16:20 作者: curriculum 時間: 2025-3-27 21:02 作者: Immunization 時間: 2025-3-27 22:20 作者: LAIR 時間: 2025-3-28 02:49
Deformation of Stone Column Subjected to Earthquake Loading by Numerical Analysis,he field test results. For the present study, static analyses are carried out for loading on stone column alone and equivalent area of stone column. Earthquake analyses are carried out by loading stone column alone. The variation in the bulging pattern and stress concentration factor for the above s作者: 統(tǒng)治人類 時間: 2025-3-28 07:20 作者: MEET 時間: 2025-3-28 11:39
Application of Steel Fiber in Soil Stabilization,ling soil swell and shrink properties, thus reducing the soil settlement. The use of steel products in our life is increasing day by day hence the production of steel products is also increasing. The industries producing steel products produce a lot of waste material; this waste material is no longe作者: Arctic 時間: 2025-3-28 18:33 作者: Hirsutism 時間: 2025-3-28 18:46
Strength Behavior of Sand Reinforced with Treated Sisal Fibers,s has been used to improve the strength of the ground since ancient times. Plant fibers are lignocellulose in nature. Among these lignocellulose fibers, sisal fibers have the potential to replace synthetic fibers in various applications. In the present study model footings of different sizes, viz., 作者: Femish 時間: 2025-3-29 02:19
Unconfined Compressive Strength of MICP-Treated Black Cotton Soil,ted in these soil deposits cause severe damage to the lightweight structures and pavements. In order to mitigate the problems associated with expansive soils, it is necessary to stabilize this soil. Among all the stabilization techniques, microbial induced calcite precipitation (MICP) is a sustainab作者: largesse 時間: 2025-3-29 03:48
Potential of Reuse Options of Rice Husk Ash in Various Applications, this waste material generated from the agricultural sector is a growing concern at present. Rice husk ash, a biomass waste, is acquiring adequate fascination owing to its wide value and probability in ecological protection. It can be put to beneficial use in varied applications in the engineering s作者: 靈敏 時間: 2025-3-29 08:29
Effect of Sulphate Contamination on Lime-Stabilized Black Cotton Soil,everal distress encountered throughout the world in lime-stabilized sulphatic soil is mainly due to the generation of heave which leads to the questioning of the effectiveness of lime stabilization. An attempt has been made in the present study to examine the physical and swell behaviour of lime-sta作者: Needlework 時間: 2025-3-29 15:16 作者: Anticoagulant 時間: 2025-3-29 16:39
A Short Review on Improvement in Soil and Cement Properties by Addition of Bagasse Ash,or electricity generation throughout the world and the residue obtained after incineration is known as bagasse ash. The utilization of this waste obtained from sugarcane has proved to be profitable with respect to the economy and considering the environmental aspect as well. Bagasse ash is predomina作者: Volatile-Oils 時間: 2025-3-29 23:22
,Enhanced Geotechnical Properties of High Plastic Clay Stabilized with Industrial Waste–Step for Sus to utilize industrial wastes effectively for the sustainable development of the country. The study shows the effect of steel slag and bagasse ash mix on problematic high plastic expansive clay. The quantity and type of additives are important to treat expansive clay. It is necessary to choose an ad作者: Prosaic 時間: 2025-3-30 01:43
Strength Behaviour of Marine Clay Stabilized with Marble Dust and Quarry Dust,rting capacity, and it further experiences large changes in volume on variations of moisture content. Hence, such soils need to be improved to make them suitable for road construction activities. Accumulation and safe disposal of various waste materials are a major concern to the environment. India 作者: 搖晃 時間: 2025-3-30 04:41
Effect of Influencing Parameters on the Failure Mechanism of Sand Compaction Column Treated Cohesiothat it addresses the research gap on lack of information on the type of failure pattern in the SCC treated sand stratum. The numerical model generated using commercially available software was employed for the analysis. A three-column group of 0.6?m diameter (D) SCC was installed up to 20?m depth i作者: Lipoma 時間: 2025-3-30 11:33 作者: aesthetic 時間: 2025-3-30 14:12
Bearing Capacity Analysis of Bagasse Ash Reinforced with Polypropylene Fiber,o subsoil depends on it. The soil stabilization or soil reinforcement or their combination is done for improving the properties of soft soil to counter the said problem. Keeping in view the economy and feasibility, the applicable method is chosen out of different available methods or techniques. Amo作者: insincerity 時間: 2025-3-30 17:57 作者: 學術討論會 時間: 2025-3-30 22:27 作者: 任命 時間: 2025-3-31 04:38 作者: Jogging 時間: 2025-3-31 07:00
Effect of Reinforcement Form on Bearing Capacity of Sand,of laboratory model tests were conducted using a 150?mm diameter (D) circular footing in a steel tank of 900?mm? × 900?mm × 800?mm size. For the model tests, the relative density (R.) of sand was maintained as 70%. The model tests were carried out using the following optimum geometrical parameters—o作者: 撤退 時間: 2025-3-31 11:44
Deformation of Stone Column Subjected to Earthquake Loading by Numerical Analysis,eristics of soft soil deposits. Besides, stone columns are capable of dissipating excess pore water pressure when subjected to earthquake loading, by acting as a drainage component. The mechanism of stone column under static loading conditions is well known, but the study on the behaviour of stone c作者: Obloquy 時間: 2025-3-31 13:40 作者: abolish 時間: 2025-3-31 18:55 作者: antiandrogen 時間: 2025-4-1 00:41 作者: 去掉 時間: 2025-4-1 03:02 作者: 驕傲 時間: 2025-4-1 09:32
Masafumi Machida M.D., D.Med.Scited in these soil deposits cause severe damage to the lightweight structures and pavements. In order to mitigate the problems associated with expansive soils, it is necessary to stabilize this soil. Among all the stabilization techniques, microbial induced calcite precipitation (MICP) is a sustainab作者: GLIDE 時間: 2025-4-1 11:23
Christine A. Petersen,Kevin J. Esch this waste material generated from the agricultural sector is a growing concern at present. Rice husk ash, a biomass waste, is acquiring adequate fascination owing to its wide value and probability in ecological protection. It can be put to beneficial use in varied applications in the engineering s作者: arcane 時間: 2025-4-1 17:33
