標(biāo)題: Titlebook: Deep Foundations for Infrastructure Development in India; Proceedings of DFI-I A. Murali Krishna,Subhadeep Banerjee,N. Kumar Pitc Conferenc [打印本頁(yè)] 作者: 全體 時(shí)間: 2025-3-21 19:51
書目名稱Deep Foundations for Infrastructure Development in India影響因子(影響力)
書目名稱Deep Foundations for Infrastructure Development in India影響因子(影響力)學(xué)科排名
書目名稱Deep Foundations for Infrastructure Development in India網(wǎng)絡(luò)公開度
書目名稱Deep Foundations for Infrastructure Development in India網(wǎng)絡(luò)公開度學(xué)科排名
書目名稱Deep Foundations for Infrastructure Development in India被引頻次
書目名稱Deep Foundations for Infrastructure Development in India被引頻次學(xué)科排名
書目名稱Deep Foundations for Infrastructure Development in India年度引用
書目名稱Deep Foundations for Infrastructure Development in India年度引用學(xué)科排名
書目名稱Deep Foundations for Infrastructure Development in India讀者反饋
書目名稱Deep Foundations for Infrastructure Development in India讀者反饋學(xué)科排名
作者: 山頂可休息 時(shí)間: 2025-3-21 22:41
Water Powered Percussive Downhole Hammers—Energy Savings and Productivityssed air use high pressure water to power the hammer. There are several benefits with using water DTH compared to air DTH, which are discussed in more detail in this paper. From a physics point of view, many of the benefits arise from the fact that water is an incompressible media and air is not. En作者: 天文臺(tái) 時(shí)間: 2025-3-22 00:35 作者: 確定無(wú)疑 時(shí)間: 2025-3-22 06:34
Special Geotechnical Works for Metro Cairo (Egypt)mulated amounts of approximately 600,000 m. of diaphragm wall (D-wall) and 58,000 m. of silicate gel grout plugs were executed for open excavation pits. In addition to the daily challenges, particular efforts are worth highlighting: for recovering a tunnel boring machine (TBM) of the client, a diaph作者: 尖酸一點(diǎn) 時(shí)間: 2025-3-22 09:24
Deep Excavation by Controlled Rock Blasting Considering Ground Condition and Nearby Structures in UG Bengaluru city is very congested and connection of metro rail system with existing transportation networks is equally challenging. In this Phase II of construction, the underground metro is being constructed by blasting hard rock formation and supporting the shear zone. Most of the subsurface rock 作者: dragon 時(shí)間: 2025-3-22 13:29
Safety Evaluation of Adjoining Structures in Urban Areas During Deep Excavation: A Case Study of Nagarby existing buildings. Selection of an appropriate support structure system to be implemented in the excavation in an urban area is heavily dependent upon the geotechnical conditions and safety of the surroundings and neighbouring structures. Urban Rail, popularly referred to as Metro Rail, has se作者: dragon 時(shí)間: 2025-3-22 17:47 作者: 本能 時(shí)間: 2025-3-22 21:40 作者: pacific 時(shí)間: 2025-3-23 02:28 作者: embolus 時(shí)間: 2025-3-23 08:20 作者: Yourself 時(shí)間: 2025-3-23 10:38 作者: dialect 時(shí)間: 2025-3-23 15:40
Vibro Stone Columns with Preloading—An Effective Foundation Solution for Large Storage Structuresettlements. Consolidation is the time-dependent phenomena, as expulsion of water from soil voids on application of external load will take longer period. It is mainly influenced by soil consistency, permeability, thickness of compressible stratum and presence of free-draining layers. This study deal作者: Mobile 時(shí)間: 2025-3-23 21:48 作者: 厚顏無(wú)恥 時(shí)間: 2025-3-23 23:07 作者: notification 時(shí)間: 2025-3-24 05:50 作者: panorama 時(shí)間: 2025-3-24 10:18 作者: GUILE 時(shí)間: 2025-3-24 13:35 作者: BULLY 時(shí)間: 2025-3-24 17:16
Conference proceedings 2024ber 2022 in Tirupati. The conference showcased advancements in deep foundation technologies through articles on research and case histories. The book presents papers on deep foundation and deep excavation technologies for metro and high-speed rail; innovative techniques and testing for geotechnical 作者: observatory 時(shí)間: 2025-3-24 21:19 作者: Annotate 時(shí)間: 2025-3-25 02:27
https://doi.org/10.1007/978-1-4842-8245-8eezing measures out of the shaft; also the deployment of low-headroom units to continue the D-wall works near and under existing bridges; and finally, special jet grouting works were executed at an intersection between an existing sewer and the TBM route.作者: curriculum 時(shí)間: 2025-3-25 06:37 作者: 埋伏 時(shí)間: 2025-3-25 08:42 作者: 珠寶 時(shí)間: 2025-3-25 13:20
Forensic Evaluation of Bored Piles for a Factory Project at Jhajjarjoining piles helped confirm the bulging of piles at shallow depth. The paper highlights the importance of implementing a well-planned quality assurance program to confirm that all piles installed are of the desired quality.作者: liaison 時(shí)間: 2025-3-25 19:05
“Digital Specialist Foundations”—Using the Digital Twin During Project Execution manually recorded quality-relevant reports—during execution phase are displayed. In this context, the benefit of the digital twin to optimize processes, to reduce defect costs, for a more effective reporting system, and the further usage of as-built information in the BIM or GIS process are described.作者: Junction 時(shí)間: 2025-3-25 23:43 作者: 貧困 時(shí)間: 2025-3-26 02:49 作者: spondylosis 時(shí)間: 2025-3-26 08:03
https://doi.org/10.1007/978-1-4842-8245-8ssed air use high pressure water to power the hammer. There are several benefits with using water DTH compared to air DTH, which are discussed in more detail in this paper. From a physics point of view, many of the benefits arise from the fact that water is an incompressible media and air is not. En作者: 曲解 時(shí)間: 2025-3-26 09:58
https://doi.org/10.1007/978-1-4842-8245-8mar Mahal to Trombay reservoirs, Amar Mahal to Wadala and further up to Parel. The pipeline has to be underground and laid at a depth of 5.5?m. The initial proposal was to provide sheet piling to enable the safe excavation and installation of underground pipeline. However, installation of sheetpiles作者: 原始 時(shí)間: 2025-3-26 15:04
https://doi.org/10.1007/978-1-4842-8245-8mulated amounts of approximately 600,000 m. of diaphragm wall (D-wall) and 58,000 m. of silicate gel grout plugs were executed for open excavation pits. In addition to the daily challenges, particular efforts are worth highlighting: for recovering a tunnel boring machine (TBM) of the client, a diaph作者: 災(zāi)禍 時(shí)間: 2025-3-26 17:56 作者: 模范 時(shí)間: 2025-3-26 23:17
https://doi.org/10.1007/978-1-4842-8245-8arby existing buildings. Selection of an appropriate support structure system to be implemented in the excavation in an urban area is heavily dependent upon the geotechnical conditions and safety of the surroundings and neighbouring structures. Urban Rail, popularly referred to as Metro Rail, has se作者: chondromalacia 時(shí)間: 2025-3-27 02:24
https://doi.org/10.1007/978-1-4842-8245-8es installed using two different types of rigs. Low-strain pile integrity tests were performed on all piles to assess the pile length and possible presence of structural defects. Coring was done through questionable piles for the clinching evidence of concrete quality and pile length. Probe holes ad作者: Immunization 時(shí)間: 2025-3-27 07:47
https://doi.org/10.1007/978-1-4842-8245-8ly, the advantages of BIM-based planning during work preparation and the automated and structured data management—both machine production data and the manually recorded quality-relevant reports—during execution phase are displayed. In this context, the benefit of the digital twin to optimize process作者: CT-angiography 時(shí)間: 2025-3-27 13:19 作者: mastopexy 時(shí)間: 2025-3-27 15:39
https://doi.org/10.1007/978-1-4842-8245-8wever, the use of this technology was limited till 1998 as not enough data maybe were not available to justify its use and application on major infrastructure and real estate projects. The first author has done significant work in this method resulting in its use in practically all sectors of the in作者: Intruder 時(shí)間: 2025-3-27 18:32 作者: CHIP 時(shí)間: 2025-3-27 22:18
https://doi.org/10.1007/978-1-4842-8245-8ettlements. Consolidation is the time-dependent phenomena, as expulsion of water from soil voids on application of external load will take longer period. It is mainly influenced by soil consistency, permeability, thickness of compressible stratum and presence of free-draining layers. This study deal作者: intuition 時(shí)間: 2025-3-28 02:43 作者: pellagra 時(shí)間: 2025-3-28 08:25
https://doi.org/10.1007/978-1-4842-6180-4al or advanced methods. The Controlled Modulus Column (CMC), also known as Rigid Inclusion, is a soil improvement technique to reduce the total and differential settlement by using semi-rigid soil reinforcement columns. The CMC technique can be executed by displacement or non-displacement methods. I作者: Canvas 時(shí)間: 2025-3-28 10:32
https://doi.org/10.1007/978-1-4842-6180-4to strengthen the existing slope profiles to prevent such disasters and avoid their risk to human lives and civil infrastructures. This paper studies the effect of micropile to reinforce the slopes in Idukki district of Kerala, where slope failures are frequent. Three-dimensional slope stability ana作者: 的是兄弟 時(shí)間: 2025-3-28 14:42
https://doi.org/10.1007/978-3-031-37256-8Deep Foundations; Ground Improvement; Deep Excavation; Testing and monitoring; Piling; Geotech作者: 異端邪說(shuō)下 時(shí)間: 2025-3-28 21:51 作者: 出汗 時(shí)間: 2025-3-29 01:19 作者: ensemble 時(shí)間: 2025-3-29 06:14
Lecture Notes in Civil Engineeringhttp://image.papertrans.cn/d/image/264550.jpg作者: NAVEN 時(shí)間: 2025-3-29 10:34 作者: Nonporous 時(shí)間: 2025-3-29 13:16 作者: 堅(jiān)毅 時(shí)間: 2025-3-29 17:13
https://doi.org/10.1007/978-1-4842-8245-8uring excavation, ground improvement using Tube-a-manchette grouting technique was also required to be carried out as per field observations. The paper discusses some of the major challenges faced as well as measures taken to counter them, during deep excavation carried out in silty soils in a very 作者: Redundant 時(shí)間: 2025-3-29 19:58 作者: FRAUD 時(shí)間: 2025-3-30 00:49 作者: 歪曲道理 時(shí)間: 2025-3-30 06:17
https://doi.org/10.1007/978-1-4842-8245-8portant challenging tasks of any geotechnical engineer in the modern era. Further, it is important to control the ground movement in order to prevent the failure of excavations. This involves specialized foundation technologies, usage of sophisticated equipment and new methods in underground constru作者: Esalate 時(shí)間: 2025-3-30 11:25
https://doi.org/10.1007/978-1-4842-8245-8em actively monitored various shoring elements and train infrastructure in real time and alerted the project team when values exceeded predetermined threshold values. Remote reconfiguration of the automated system allowed for more frequent monitoring during jacking of Pier 29 in March 2022. Monitori作者: 終止 時(shí)間: 2025-3-30 14:17 作者: definition 時(shí)間: 2025-3-30 19:55 作者: Constant 時(shí)間: 2025-3-30 20:41 作者: collagenase 時(shí)間: 2025-3-31 02:05
https://doi.org/10.1007/978-1-4842-6180-4quired post-treatment stiffness in the case of stone columns is 2 times the in situ stiffness of foundation soil, whereas it is expected to be 5 times the improvement for Deep Mixing as per project specifications. Laboratory testing and Field Trials were undertaken successfully to verify the design.作者: 約會(huì) 時(shí)間: 2025-3-31 07:47 作者: parsimony 時(shí)間: 2025-3-31 11:12 作者: interrupt 時(shí)間: 2025-3-31 14:47
