標(biāo)題: Titlebook: Deep Foundations for Infrastructure Development in India; Proceedings of DFI-I Boominathan Adimoolam,Anirudhan I. V.,Amit Prashan Conferenc [打印本頁(yè)] 作者: 悲傷我 時(shí)間: 2025-3-21 16:10
書(shū)目名稱(chēng)Deep Foundations for Infrastructure Development in India影響因子(影響力)
書(shū)目名稱(chēng)Deep Foundations for Infrastructure Development in India影響因子(影響力)學(xué)科排名
書(shū)目名稱(chēng)Deep Foundations for Infrastructure Development in India網(wǎng)絡(luò)公開(kāi)度
書(shū)目名稱(chēng)Deep Foundations for Infrastructure Development in India網(wǎng)絡(luò)公開(kāi)度學(xué)科排名
書(shū)目名稱(chēng)Deep Foundations for Infrastructure Development in India被引頻次
書(shū)目名稱(chēng)Deep Foundations for Infrastructure Development in India被引頻次學(xué)科排名
書(shū)目名稱(chēng)Deep Foundations for Infrastructure Development in India年度引用
書(shū)目名稱(chēng)Deep Foundations for Infrastructure Development in India年度引用學(xué)科排名
書(shū)目名稱(chēng)Deep Foundations for Infrastructure Development in India讀者反饋
書(shū)目名稱(chēng)Deep Foundations for Infrastructure Development in India讀者反饋學(xué)科排名
作者: filicide 時(shí)間: 2025-3-21 21:16 作者: Ballad 時(shí)間: 2025-3-22 00:34
https://doi.org/10.1007/978-1-4842-6180-4 predict safe bearing capacities. Design is validated by two initial field load tests (single and group column test) and three routine load tests (single column test) as per guidelines given in IS code. Results showed 20% higher than estimated safe bearing capacities. Numerical modeling was also per作者: Interferons 時(shí)間: 2025-3-22 07:01
https://doi.org/10.1007/978-1-4842-6180-4ent of geotechnical investigations to be carried out below critical structures like defense facilities, nuclear facilities, etc., this method of averaging may lead to obnoxious results. The greatest drawback of this approach is that we are not using sufficient data to characterize the soil profile o作者: absorbed 時(shí)間: 2025-3-22 10:08
https://doi.org/10.1007/978-1-4842-6180-4f concrete blocks placed to support the kentledge weight. When the kentledge loading started, even before reaching 10% of the total kentledge load, an excessive settlement on the GSB layer was observed. This paper describes the problems faced during the normal kentledge method and how it was overcom作者: 不自然 時(shí)間: 2025-3-22 14:47
https://doi.org/10.1007/978-1-4842-6180-4orking efficiency, and accumulated field data. However, it is found that there are no generic design codes for the direct estimation of the ultimate bearing capacity of the SCP improved cohesionless deposits. To meet the design requirement for the SCP treated ground, a series of experimental and num作者: 不自然 時(shí)間: 2025-3-22 20:47 作者: 全國(guó)性 時(shí)間: 2025-3-22 23:02
https://doi.org/10.1007/978-1-4842-6180-4 pile foundations. The given charts have been compared with various models specified in the existing literature and international standards for the calculation of N. and α for both driven and bored piles and, hence, the basis of Indian Standard charts has been identified. Moreover, it is evident tha作者: 偽造 時(shí)間: 2025-3-23 02:04
https://doi.org/10.1007/978-1-4842-6062-3inside slope of the embankment had started sliding due to continuous dewatering. The design and execution of deep excavation with earthen Cofferdam for waterfront structures are challenging. The selection of filling material for embankment formation and dewatering techniques plays a vital role in th作者: Enteropathic 時(shí)間: 2025-3-23 08:05 作者: entreat 時(shí)間: 2025-3-23 10:50
https://doi.org/10.1007/978-1-4842-3603-1s should be designed and checked for the critical forces from both permanent stage and construction stages. Since secant piles are used as a temporary retaining wall, only construction stage analysis is carried out to get the governing forces and deformation. In construction stage analysis, soil lay作者: Anthem 時(shí)間: 2025-3-23 15:32 作者: Biguanides 時(shí)間: 2025-3-23 20:05
https://doi.org/10.1007/978-1-4842-3603-1ctly mention consideration of water table at ground level for floatation check and load calculations, etc. However, the actual scenario is different in most of the cities, especially in northern, central, western and eastern regions of India except the coastal cities. In the present study, an attemp作者: ASSAY 時(shí)間: 2025-3-24 00:15 作者: CHOP 時(shí)間: 2025-3-24 03:56 作者: 暴發(fā)戶(hù) 時(shí)間: 2025-3-24 06:47 作者: 甜食 時(shí)間: 2025-3-24 11:05 作者: palpitate 時(shí)間: 2025-3-24 18:45
Liner Piles Used as Support to Kentledge for Initial Compression Load Testf concrete blocks placed to support the kentledge weight. When the kentledge loading started, even before reaching 10% of the total kentledge load, an excessive settlement on the GSB layer was observed. This paper describes the problems faced during the normal kentledge method and how it was overcom作者: Inoperable 時(shí)間: 2025-3-24 21:58
Development of Design Charts for Sand Compaction Pile Method of Improvement for Loose to Medium Densorking efficiency, and accumulated field data. However, it is found that there are no generic design codes for the direct estimation of the ultimate bearing capacity of the SCP improved cohesionless deposits. To meet the design requirement for the SCP treated ground, a series of experimental and num作者: 疾馳 時(shí)間: 2025-3-25 01:32 作者: covert 時(shí)間: 2025-3-25 06:27
A Study on the Evaluation of Pile Bearing Capacity Factor and Adhesion Factor in IS 2911 pile foundations. The given charts have been compared with various models specified in the existing literature and international standards for the calculation of N. and α for both driven and bored piles and, hence, the basis of Indian Standard charts has been identified. Moreover, it is evident tha作者: HPA533 時(shí)間: 2025-3-25 07:31
Challenges of Earthen Cofferdam in Deep Excavations for Waterfront Structures, a Case Studyinside slope of the embankment had started sliding due to continuous dewatering. The design and execution of deep excavation with earthen Cofferdam for waterfront structures are challenging. The selection of filling material for embankment formation and dewatering techniques plays a vital role in th作者: 分貝 時(shí)間: 2025-3-25 14:14 作者: 花費(fèi) 時(shí)間: 2025-3-25 19:01
Effects of Change in the Support System on Temporary Secant Pile Walls should be designed and checked for the critical forces from both permanent stage and construction stages. Since secant piles are used as a temporary retaining wall, only construction stage analysis is carried out to get the governing forces and deformation. In construction stage analysis, soil lay作者: 一大群 時(shí)間: 2025-3-25 22:41 作者: 不要嚴(yán)酷 時(shí)間: 2025-3-26 00:56 作者: monochromatic 時(shí)間: 2025-3-26 06:50 作者: 極力證明 時(shí)間: 2025-3-26 11:11
How Choice of Foundation Can Alter the Fate of a Bridge Project—Three Case Studiesee interesting case studies of past bridge projects, to demonstrate how correct choice of foundation can help to meet the project commitments, while the wrong choice of foundation can lead to a huge delay in project completion, leading to time and cost overrun.作者: 拍翅 時(shí)間: 2025-3-26 15:52 作者: 態(tài)學(xué) 時(shí)間: 2025-3-26 18:09
https://doi.org/10.1007/978-1-4842-6180-4ee interesting case studies of past bridge projects, to demonstrate how correct choice of foundation can help to meet the project commitments, while the wrong choice of foundation can lead to a huge delay in project completion, leading to time and cost overrun.作者: 使困惑 時(shí)間: 2025-3-26 22:16
Conference proceedings 2023) Geotechnical Investigation, Testing, Instrumentation, Monitoring, and Quality Management, 2) Ground Improvement Techniques, 3) Piling and Deep Foundation Techniques, 4) Earth Retention and Deep Excavation Support, 5) Research, Experimental and Numerical Methods in Deep Foundations and Deep Excavat作者: FUSC 時(shí)間: 2025-3-27 03:59
Advanced Geotechnical Investigation and Data Interpretation for Complex Underground Structuresim of conserving surface space for various reasons and for strategic purposes. However, construction of underground structures continues to be expensive, with project cost rising rapidly and often significantly exceeding the preconstruction estimate. One of the most desirable and optimistic ways to 作者: 逢迎白雪 時(shí)間: 2025-3-27 07:48 作者: SEEK 時(shí)間: 2025-3-27 13:02
Use of Reliability-Based Approach to Determine Geotechnical Parameters of Soil Site, improper investigations lead to shocking results both financially and technically. Some of the most important geotechnical investigation tests like the Standard Penetration Test (SPT), Pressure Meter Test (PMT), etc. which are very much important in determining the foundation parameters, require t作者: Consensus 時(shí)間: 2025-3-27 14:31 作者: Predigest 時(shí)間: 2025-3-27 18:55 作者: 異端邪說(shuō)2 時(shí)間: 2025-3-28 01:21
Ground Improvement Using Stone Columns to Mitigate Liquefaction, Reduce Settlements and to Increase s one among the 18 locations of Assam with high seismic risk. The strata at the site are comprised of mostly fine silty sands of lower SPT- N values. The water table is also encountered and ranging from 1 to 2?m below EGL. Since the site lies in seismic zone V as per IS 1893, detailed liquefaction a作者: enflame 時(shí)間: 2025-3-28 04:13
A Study on the Evaluation of Pile Bearing Capacity Factor and Adhesion Factor in IS 2911ohesionless and cohesive soils, respectively. Numerous models are available in the form of charts or equations for the computation of these parameters and, hence, have been adopted by most of the international and national standards. Indian Standard for the Design and Construction of Concrete Pile F作者: 取之不竭 時(shí)間: 2025-3-28 08:31
How Choice of Foundation Can Alter the Fate of a Bridge Project—Three Case Studiestage, it is extremely important to choose the right type of foundation. Wrong choice can lead to disaster for the project. This paper will present three interesting case studies of past bridge projects, to demonstrate how correct choice of foundation can help to meet the project commitments, while t作者: 認(rèn)為 時(shí)間: 2025-3-28 12:59
Soil–Structure Interaction for a Tension Pile Pulled with Strand-tensile strands. The HDPE duct of the cable prevents bond between the strands and pile concrete in the upper portion. While soil friction on the pile will act downwards on the whole length, there is tension in the bottom portion of pile and there will be compression at the top portion.作者: Blood-Vessels 時(shí)間: 2025-3-28 18:25
Challenges of Earthen Cofferdam in Deep Excavations for Waterfront Structures, a Case Study(39 ft) deep excavation was made to construct the intake well. The natural soil profile at this location is clay followed by rock. An earthen Cofferdam of a maximum height of 7?m (23 ft) was made around the periphery of the excavation. Cofferdam embankment and excavation slopes were analysed using t作者: obsolete 時(shí)間: 2025-3-28 20:31 作者: Tincture 時(shí)間: 2025-3-28 23:47 作者: hair-bulb 時(shí)間: 2025-3-29 06:23 作者: sulcus 時(shí)間: 2025-3-29 07:29
Realistic Estimation of Water Table Depth for Design Optimisation of Bored Tunnel and Cut and Cover n space congestion problem in mass rapid transit system. Therefore, it is necessary to accurately design underground structures with realistic assumptions and considerations of design parameters like site geotechnical data, water table, surcharge load, etc. Over-conservative approach provides not on作者: 不法行為 時(shí)間: 2025-3-29 13:15 作者: 額外的事 時(shí)間: 2025-3-29 19:20 作者: CAB 時(shí)間: 2025-3-29 21:33
https://doi.org/10.1007/978-1-4842-6180-4im of conserving surface space for various reasons and for strategic purposes. However, construction of underground structures continues to be expensive, with project cost rising rapidly and often significantly exceeding the preconstruction estimate. One of the most desirable and optimistic ways to 作者: nutrition 時(shí)間: 2025-3-30 03:23 作者: 酷熱 時(shí)間: 2025-3-30 06:37 作者: 主動(dòng) 時(shí)間: 2025-3-30 11:09
https://doi.org/10.1007/978-1-4842-6180-4 adopted for the compression pile load tests. In this method the entire kentledge load is loaded above secondary beams which are supported by concrete blocks above the Natural Ground Level. So, it is important to ensure the SBC (for shear and settlement) of the natural ground. In one of our projects作者: stroke 時(shí)間: 2025-3-30 13:11
https://doi.org/10.1007/978-1-4842-6180-4been well documented and has proper design codes for precise execution in the field. The sand compaction pile (SCP) method is a contemporary technique for stone columns and has limited literature related to the strength characteristics of the loose to medium dense sand deposits treated with SCP. The作者: 暖昧關(guān)系 時(shí)間: 2025-3-30 19:20
https://doi.org/10.1007/978-1-4842-6180-4s one among the 18 locations of Assam with high seismic risk. The strata at the site are comprised of mostly fine silty sands of lower SPT- N values. The water table is also encountered and ranging from 1 to 2?m below EGL. Since the site lies in seismic zone V as per IS 1893, detailed liquefaction a作者: Unsaturated-Fat 時(shí)間: 2025-3-30 21:16
https://doi.org/10.1007/978-1-4842-6180-4ohesionless and cohesive soils, respectively. Numerous models are available in the form of charts or equations for the computation of these parameters and, hence, have been adopted by most of the international and national standards. Indian Standard for the Design and Construction of Concrete Pile F作者: 不出名 時(shí)間: 2025-3-31 04:47
