Littérature scientifique sur le sujet « Excavation (process) »
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Articles de revues sur le sujet "Excavation (process)"
Lee, Joosung, Byeol Kim, Dongik Sun, Changsoo Han et Yonghan Ahn. « Development of Unmanned Excavator Vehicle System for Performing Dangerous Construction Work ». Sensors 19, no 22 (7 novembre 2019) : 4853. http://dx.doi.org/10.3390/s19224853.
Texte intégralLukashuk, Olga A., et Konstantin Iu Letnev. « Determining operation parameters of the leverage mechanism in a mining excavator ». Izvestiya vysshikh uchebnykh zavedenii. Gornyi zhurnal 1 (30 mars 2021) : 94–102. http://dx.doi.org/10.21440/0536-1028-2021-2-94-102.
Texte intégralZhou, Zhangtao, Zheming Zhu, XinXing Jin et Hao Tang. « Numerical Prediction of Rock Fracturing During the Process of Excavation ». International Journal of Geotechnical Earthquake Engineering 1, no 2 (juillet 2010) : 12–23. http://dx.doi.org/10.4018/jgee.2010070102.
Texte intégralQin, Zuhe. « Modeling and Simulation of Theoretical Digging Force of an Excavator Based on Arbitrary Posture ». Mathematical Problems in Engineering 2022 (10 septembre 2022) : 1–7. http://dx.doi.org/10.1155/2022/8030349.
Texte intégralYang, Zi Sheng, Jun Xia Liu et Yi Ren Wang. « Weight Analysis of Accident Factors in Deep Foundation Excavation Based on Analytic Hierarchy Process ». Applied Mechanics and Materials 711 (décembre 2014) : 529–34. http://dx.doi.org/10.4028/www.scientific.net/amm.711.529.
Texte intégralLi, Shen Gang, Wen Zhao, Xiao Li Cai, Yin Fu Ma et Lu Zhang. « Research on Stability in Metro Tunnel Constructing with Shallow Buried Covered Excavation in Loose Sand Layers ». Advanced Materials Research 594-597 (novembre 2012) : 1240–44. http://dx.doi.org/10.4028/www.scientific.net/amr.594-597.1240.
Texte intégralShemiakin, Stanislav. « Determining the maximum turning force of the hydraulic backhoe excavator bucket ». Izvestiya vysshikh uchebnykh zavedenii. Gornyi zhurnal, no 3 (20 juin 2023) : 17–24. http://dx.doi.org/10.21440/0536-1028-2023-3-17-24.
Texte intégralMu, Linlong, Jianhong Lin, Zhenhao Shi et Xingyu Kang. « Predicting Excavation-Induced Tunnel Response by Process-Based Modelling ». Complexity 2020 (28 avril 2020) : 1–11. http://dx.doi.org/10.1155/2020/9048191.
Texte intégralWu, Shan, Jian Wu et Dunwen Liu. « Research on Construction Sequences and Construction Methods of the Small Clear-Distance, Double-Arch Tunnel under an Asymmetrical Load ». Applied Sciences 13, no 14 (16 juillet 2023) : 8242. http://dx.doi.org/10.3390/app13148242.
Texte intégralWang, Yong, Linlin Wang, Chenchen Li, Ziao Xue, Yuan Sun, Ruiyong Ma, Dagang Wang et al. « Optimization of Excavator Bucket Structure by a Coupled Simulation Method ». Applied Sciences 13, no 20 (16 octobre 2023) : 11336. http://dx.doi.org/10.3390/app132011336.
Texte intégralThèses sur le sujet "Excavation (process)"
Erlandsson, Sophie. « The Foliage ». Thesis, Konstfack, Institutionen för Konst (K), 2017. http://urn.kb.se/resolve?urn=urn:nbn:se:konstfack:diva-5820.
Texte intégralSimsek, Gokce. « Interventions On Immovable Archaeological Heritage As A Tool For New Formation Process ». Phd thesis, METU, 2009. http://etd.lib.metu.edu.tr/upload/3/12610570/index.pdf.
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new formation process&
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, which is based on two phases. The first phase deals with evaluation of changes in values through the &
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value formation process&
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. The second phase is related with the assessment of changes in the characteristics of archaeological edifice as a whole, in terms of its physical, functional and semantic characteristics. This approach enables the examination of the process of change starting from prior to excavation and the assessment of interventions through the principles of change (reliability, consistency, legibility) and the &
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value formation process&
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. The evaluation method is sampled on certain intervened archaeological edifices on the Curetes Street in Ephesus. The study concludes that the interventions are significant tools for making changes in archaeological edifices throughout its new lifecycle. The &
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value formation process&
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and the &
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new formation process&
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approach can make it possible to predict changes in archaeological edifices, prevent value conflicts caused by interventions and improve the quality of change shaped by interventions. Approaching the intervention process as a change management problem necessitates to develop appropriate change strategies and to define this process as a &
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new formation process&
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Hamid, Elamin Hamed, et Taher Handrin Mohammad. « Utveckling av en skopkonstruktion med lägre produktionskostnader ». Thesis, Högskolan Väst, Avdelningen för maskinteknik och naturvetenskap, 2015. http://urn.kb.se/resolve?urn=urn:nbn:se:hv:diva-8314.
Texte intégralThis thesis is about the development of a bucket design; intended for a range of excavatorbuckets consisting of four different types, but has only been implemented on the cablebucket. The work has been performed on behalf of a company that develops, produces andsells construction equipment for excavators and wheel loaders. At the present, the company'sexcavator buckets have high production costs, but the vision is to get into the low-costmarket. The goal of this work has been to develop a bucket design that reduces the company'sproduction costs.After a meeting with the company it became clear what needed to be achieved. The collectedneeds were interpreted in terms of customer requirements. A QFD was made, and thecustomer requirements were translated into product specifications for a successful bucketdesign. Particular focus has been put on simplifying the assembly of the bucket and adaptingits design for robot welding. Some essential factors have been to design interactingparts and to consider the accessibility for welding. The concepts were generated throughinternal and external searches, where methods as brainstorming and competitor analysiswere used.Concept selection was made by using Pugh's decision-matrix. A relatively optimal conceptwas selected for further development. During the development, various verification methodswere used, as for example risk analysis, finite element analysis (FEA) and cost estimate,to verify that the selected concept meets the set requirements for the excavator bucket.Several potential improvements were identified during the verifications phase and theseimprovements were implemented on the selected concept, which resulted in an even betterconcept than before.The final concept obtained a reduced production cost, with a more efficient assembly, reducedmaterial use and welding as well as a better performance than before.
Jalkebo, Charlotte. « Placement of Controls in Construction Equipment Using Operators´Sitting Postures : Process and Recommendations ». Thesis, Linköpings universitet, Maskinkonstruktion, 2014. http://urn.kb.se/resolve?urn=urn:nbn:se:liu:diva-108980.
Texte intégralHsu, Bo-Hisung, et 許博雄. « An Analysis of Mechanical Behavior during Excavation Process Subjected to Earthquake Motion ». Thesis, 2019. http://ndltd.ncl.edu.tw/handle/8yyn9b.
Texte intégral國立中興大學
土木工程學系所
107
Taiwan is an active area of earthquakes, with an average of 16,000 earthquakes per year. The frequency of earthquakes is high. At present, underground excavation projects are constructed very often with the economic development and the increase of housing request. There is very little research in the effect of construction process of excavation projects subjected to earthquake motion. In this study, the mechanical behavior of construction process of excavation projects for different excavated depth subjected to earthquake motion is studied using PLAXIS 2D finite element program. From the analyzed results, it indicates that: 1.When the excavation is deeper, the heaving at the excavated bottom and the settlement beneath the surface loading appears in a greater amplitude. Under the earthquake motion, the additional heaving at the excavated bottom and the additional settlement beneath the surface loading are also increased, the lattter is especialy even greater, 2.When the excavation is deeper, the horizontal displacement, shear and moment in the retaining are all increased. Under the earthquake motion, the follow-up development is also increased. For shear as example, the increased quantity is almost 4 times. 3.When the excavation is deeper, the axial forces in the horizontal struts are all increased. Under the earthquake motion, the follow-up development is also increased. The increased quantity is even up to 9 times.
Huang, Wen-Sung, et 黃玟菘. « A Study of Toe-excavation Induced Failure Process for a Dip Slope with Rock Anchorage ». Thesis, 2012. http://ndltd.ncl.edu.tw/handle/64260148149349192005.
Texte intégral國立臺灣大學
土木工程學研究所
100
On April 25, 2010, without rainfall and earthquake triggering a massive landslide (200000 m3) covered a 200m stretch of Taiwan’s National Freeway No. 3, killing 4 people, burying three cars and destroying a bridge. The failure mode appears to be a dip-slope type failure occurred on a rock anchorage cut slope. Based on the investigations and the numerical analysis in this study, the toe-excavation at this dip-slope in 1998 was the most crucial factor. Although the excavated area had stabilized soon with rock anchors and backfills. The strength of rock mass had great effect on the stability of dip-slope after backfills. The strike of Tertiary sedimentary strata is northeast-southwest and dip 12˚ ~15˚ toward southeast. Considering the strength of sliding layer had reduced from peak to residual strength which was caused by the disturbance of excavation, the limit equilibrium method (LEM) analysis was utilized in the back analysis at first. The results showed the stability condition of slope approached the critical state (F.S.≈1). The efficiency reduction of rock anchors and strength reduction of overlying stratum (sandstone) had been considered in following analysis. The results showed the unstable condition (F.S. <1). This study also utilized the result of laboratory test, geological strength index(GSI) and finite difference method (FDM, FLAC 5.0) to discuss the failure process The analysis indicated that the incremental load of anchors have similar tendency comparing to the monitoring records in toe-excavation stages. This result showed that the strength of the sliding layer was significantly influenced by toe-excavation. The numerical model which calibrated with monitoring records in toe-excavation stage was used to discuss the failure process after backfilling. The efficiency reduction of rock anchors had less impact on the development of sliding surfaces. But the development of sliding surfaces were significantly influenced by the strength reduction of the rock mass。The sliding surface gradually developed from the toe of the dip-slope to the top of the dip-slope and the stability of the slope became more unstable in the process of rock mass strength reduction .
HUANG, MING-CHIEH, et 黃名杰. « A study on the analysis method of removed brace process in deep excavation by RIDO program ». Thesis, 2008. http://ndltd.ncl.edu.tw/handle/39036382515823383685.
Texte intégral中原大學
土木工程研究所
96
In this research, a U-shape retaining wall model is constructed using both FLAC, a two dimensional numerical analysis software, and RIDO, a one dimensional numerical analysis software. In the first stage of analysis, RIDO model is used with a spring to simulate the behavior of a structural side wall. In simple and small projects, if reduction of backward bracing is found in the analysis, we can reduce the bracing as suggested by the analysis. In complicated projects, FLAC model is used for the final design in order to reduce the construction costs. It is found in this research that: (1) Stiffness of permanent side wall is always larger than that of temporally bracing.; (2) When the permanent structural base slab has no anti-floating steel key, or the anti-floating steel key is not allow to provide horizontal connection design; (3) With permanent side wall, and limited to only one layer of bracing, using a single spring to simulate the permanent side wall in RIDO analysis provided a reliable result.
Ju, Shaw-Yih, et 朱紹義. « The Study on the Construction Technique and Excavation Process Using D&B Method for Rock Tunnel in Northern Secondary Freeway ». Thesis, 1993. http://ndltd.ncl.edu.tw/handle/76894689989187702499.
Texte intégralGaffney, Vincent L., R. H. White, H. Goodchild et L. Bevan. « Wroxeter, the Cornovii, and the urban process : vol.1 researching the hinterland final report on the Wroxeter Hinterland project 1994-1997 ». 2007. http://hdl.handle.net/10454/5828.
Texte intégralLiao, Kuang-i., et 廖光毅. « A Study on excavating possible factors of company failure from the view of information system deployment process - with a bicycle incorporate as a case study ». Thesis, 2008. http://ndltd.ncl.edu.tw/handle/89690339149773276192.
Texte intégral雲林科技大學
資訊管理系碩士班
96
As information technology develops so rapidly, many implicit data can be striving from transaction and calculation of this technology. The statistical records of the Ministry of Economic Affairs has reveal that the annual failure company were more 70% higher than those had established that year, it is very obvious that the failure rate was much higher than those successful companies. Nevertheless, the cause of the failure is so scarcely been discussed. In this study, through the participation of the practical experiences of the researcher when the organization of company is undergoing of the information system shift till the company cease all its operation, the study is trying to explore the possible causes that force the company to failure. The main purpose of this study was to find the patent of how a corporate fail to survival through the view of software developing process of a company base on information strategy theory. Hopefully, from this study it can provide to who may needed for manage his business from begin failure. Grounded theory of the qualitative research method has used in this study. Here researcher uses a bicycle corporate as stydying subject, and by collecting multiple sources of data to build a research database, and analysis those data by conducting grounded theory as research method to state the propositions of this study in order to meet the validity of research. Primarily, researcher believes the cause of corporate failure was due to organization change brought by advanve information technology. But, this study reveals the information technology itself was not the direct impact that causes corporate failures; contrastively, in this study, control strategy has more relate to the course to corporate failure, which march the described literature. And finaly concluded that it was the un-systemic control strategy that courses the disaster. At end of this study, researcher proposes a framework of the influence of the corporate failure. The future works could base on this framework, confirming and generalizing the research result of this study to other leading domain and population.
Livres sur le sujet "Excavation (process)"
Håkan, Stille, dir. Rock engineering. London : Thomas Telford, 2010.
Trouver le texte intégralDíaz, Alonso Rodríguez. Extremadura tartésica : Arqueología de un proceso periférico. [Barcelona] : Bellaterra, 2001.
Trouver le texte intégralaut, Enríquez Navascués Juan-Javier, dir. Extremadura tartésica : Arqueología de un proceso periférico. [Barcelona] : Bellaterra, 2001.
Trouver le texte intégralOlivieri, Luca M. Stoneyards and Artists in Gandhara The Buddhist Stupa of Saidu Sharif I, Swat (c. 50 CE). Venice : Fondazione Università Ca’ Foscari, 2022. http://dx.doi.org/10.30687/978-88-6969-578-0.
Texte intégralProcesi vizantinizacije i srpska arheologija. Beograd : Službeni glasnik, 2016.
Trouver le texte intégralJamieson, Susan Mary. Neutral Iroquois lithics : Technological process and its implications. Ann Arbor, Mich : University Microfilms International, 1992.
Trouver le texte intégralFoundation, Amerind, dir. Hunter-gatherer archaeology as historical process. Tucson : University of Arizona Press, 2011.
Trouver le texte intégralCalcolítico en la cuenca media del Arlanzón (Burgos, España) : Comunidades campesinas, procesos históricos y transformaciones. Oxford, England : Archaeopress, 2013.
Trouver le texte intégralAmalia J. Gramajo de Martínez Moreno. Proceso fundacional en el antiguo Tucumán : Hechos y testimonios. Santiago del Estero, República Argentina : Sigma, 1991.
Trouver le texte intégralJoshi, Ramchandra Vinayak. Chemical studies of archaeological bones from India : Fluorine and fossilization process. Poona : Deccan College Postgraduate and Research Institute, 1986.
Trouver le texte intégralChapitres de livres sur le sujet "Excavation (process)"
Lukashuk, O., K. Letnev et A. Komissarov. « Specifics of Rock Excavation Process Using Open-Pit Excavator ». Dans Lecture Notes in Mechanical Engineering, 787–94. Cham : Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-54817-9_91.
Texte intégralNiroshinie, M. A. C., Nobuyuki Ono, Yasuyuki Shimizu et Kazuya Egami. « Flow Analysis for Navigation Safety by Using iRIC Model Nays2DH ». Dans Lecture Notes in Civil Engineering, 857–67. Singapore : Springer Nature Singapore, 2023. http://dx.doi.org/10.1007/978-981-19-6138-0_76.
Texte intégralQi, Xili, Kai Wang, Zhijin Tian, Daihua Wang, Shiyong Cao, Shuai Song et Yi Kang. « Research on the safety of deep foundation pit excavation by pre-excavation and excavation process monitoring ». Dans Frontiers of Civil Engineering and Disaster Prevention and Control Volume 2, 384–89. London : CRC Press, 2022. http://dx.doi.org/10.1201/9781003348436-49.
Texte intégralGong, Mingde, Zhong Jin, Yue Zhang, Wenbin Liu et Yue Ning. « Research on Autonomous Operation Motion Control of Excavator ». Dans Lecture Notes in Mechanical Engineering, 519–29. Singapore : Springer Nature Singapore, 2024. http://dx.doi.org/10.1007/978-981-97-1876-4_40.
Texte intégralWu, L. S., C. F. Li, T. B. Li, Y. Ren, Y. Wen, J. S. Zhang et J. F. Yang. « Potential Instability Modes and Support Stability Analysis of Soil Accumulation Slopes Along the Lexi Expressway ». Dans Lecture Notes in Civil Engineering, 107–23. Singapore : Springer Nature Singapore, 2024. http://dx.doi.org/10.1007/978-981-97-4355-1_10.
Texte intégralMeng, Dan, Changfeng Yuan et Guangming Yu. « Analysis of Ground Settlement Caused by Subway Tunnel Excavation ». Dans Prediction and Control of Interaction Between Ground Building and Tunnel Construction Process, 27–45. Singapore : Springer Nature Singapore, 2022. http://dx.doi.org/10.1007/978-981-19-3474-2_3.
Texte intégralLiu, An, Hua Li, Fei Lu et Meifeng Niu. « Numerical Simulation with FLAC3D on Excavation Process of Underground Powerhouse of Kaluma Hydropower Station ». Dans Advances in Frontier Research on Engineering Structures, 211–17. Singapore : Springer Nature Singapore, 2023. http://dx.doi.org/10.1007/978-981-19-8657-4_19.
Texte intégralZhang, J. Z., Q. H. Jiang, D. M. Zhang et H. W. Huang. « Dynamically updating geological uncertainty simulation with the process of tunnel excavation ». Dans Geotechnical Aspects of Underground Construction in Soft Ground, 327–32. London : CRC Press, 2024. http://dx.doi.org/10.1201/9781003413790-39.
Texte intégralLi, Langhua, Duwen Shen et Qili Gan. « Application of Ultrasonic Nondestructive Testing Technology to the Horizontal Joint Slurry at the Bottom of Shear Wall ». Dans Novel Technology and Whole-Process Management in Prefabricated Building, 362–69. Singapore : Springer Nature Singapore, 2024. http://dx.doi.org/10.1007/978-981-97-5108-2_39.
Texte intégralDong, Y. P. « Effect of diaphragm wall construction process on the performance of braced excavation ». Dans Geotechnical Aspects of Underground Construction in Soft Ground, 176–81. London : CRC Press, 2024. http://dx.doi.org/10.1201/9781003413790-20.
Texte intégralActes de conférences sur le sujet "Excavation (process)"
Coote, Robert I., et J. Kyle Keith. « Pressure Reductions and Pipeline Excavation ». Dans 2004 International Pipeline Conference. ASMEDC, 2004. http://dx.doi.org/10.1115/ipc2004-0395.
Texte intégralMori, Y., et H. Tokuni. « Excavation depth and crush process for an excavation-type demining robot ». Dans 2005 IEEE/RSJ International Conference on Intelligent Robots and Systems. IEEE, 2005. http://dx.doi.org/10.1109/iros.2005.1545249.
Texte intégralHwang, Seokyon, et Liang Y. Liu. « Modeling Excavation Process Using Dynamic Modeling Approach ». Dans International Workshop on Computing in Civil Engineering 2007. Reston, VA : American Society of Civil Engineers, 2007. http://dx.doi.org/10.1061/40937(261)20.
Texte intégralFredj, Abdelfettah, Aaron Dinovitzer, Geoff Vignal et Sanjay Tiku. « Pipeline Mechanical Damage Excavation Process Review and Recommendations ». Dans 2014 10th International Pipeline Conference. American Society of Mechanical Engineers, 2014. http://dx.doi.org/10.1115/ipc2014-33618.
Texte intégralKostur, Karol, Jozef Futo, Frantisek Krepelka et Lucia Ivanicova. « Comparison of characteristics of excavation process and characteristics of acoustic signal in TBM excavation ». Dans 2012 13th International Carpathian Control Conference (ICCC). IEEE, 2012. http://dx.doi.org/10.1109/carpathiancc.2012.6228663.
Texte intégralWrzesinski, Grzegorz. « NUMERICAL ANALYSIS OF DEWATERING PROCESS OF DEEP EXCAVATION ». Dans 18th International Multidisciplinary Scientific GeoConference SGEM2018. Stef92 Technology, 2018. http://dx.doi.org/10.5593/sgem2018/1.2/s02.063.
Texte intégralLi, Zuguang, Yueming Zhu, Bojun Yang, Tiecheng Wang et Jian G. Sun. « Systematic innovation process studies based on resource excavation ». Dans 2016 IEEE International Conference on Management of Innovation and Technology (ICMIT). IEEE, 2016. http://dx.doi.org/10.1109/icmit.2016.7605044.
Texte intégralAitova, M. V. « The process of excavation work in winter conditions ». Dans ТЕНДЕНЦИИ РАЗВИТИЯ НАУКИ И ОБРАЗОВАНИЯ. НИЦ «Л-Журнал», 2018. http://dx.doi.org/10.18411/lj-04-2018-137.
Texte intégralSun, Shiguo, Weidong Liu et Yujuan Zhang. « The Safe Thickness of Top Plate in the Process of the Underground Excavation Transferred to Opencast Excavation ». Dans 2015 International Symposium on Energy Science and Chemical Engineering. Paris, France : Atlantis Press, 2015. http://dx.doi.org/10.2991/isesce-15.2015.25.
Texte intégralAhmadipur, Amir, Ali Ebrahimi, Arash Mosaiebian et Doug Cook. « Stress-Relief Excavation for Pipeline Geohazard Mitigation ». Dans 2022 14th International Pipeline Conference. American Society of Mechanical Engineers, 2022. http://dx.doi.org/10.1115/ipc2022-87081.
Texte intégralRapports d'organisations sur le sujet "Excavation (process)"
Stewart. L52283 Ground Positioning Satellite in Conjunctions with Current One-Call System - Virginia. Chantilly, Virginia : Pipeline Research Council International, Inc. (PRCI), novembre 2007. http://dx.doi.org/10.55274/r0010184.
Texte intégralSkow. PR-244-093703-R01 Uncertainties of In-line Inspection Crack Detection Tools Phases 1-2. Chantilly, Virginia : Pipeline Research Council International, Inc. (PRCI), octobre 2014. http://dx.doi.org/10.55274/r0010828.
Texte intégralRicci, Glenn, Sarah Gaines et Amanda Babson. Integrated coastal climate change vulnerability assessment : George Washington Birthplace National Monument. National Park Service, 2024. http://dx.doi.org/10.36967/2304901.
Texte intégralCazenave, Pablo, Katina Jimenez et Ming Gao. PR-328-173865-R01 Evaluation of ILI Capabilities on Mechanical Damage Features. Chantilly, Virginia : Pipeline Research Council International, Inc. (PRCI), novembre 2020. http://dx.doi.org/10.55274/r0011946.
Texte intégralWatson, Mark, Martyn Wilmott et Brian Erno. GRI-96-0452_2 Stress Corrosion Cracking Under Field Simulated Conditions II. Chantilly, Virginia : Pipeline Research Council International, Inc. (PRCI), novembre 1997. http://dx.doi.org/10.55274/r0011974.
Texte intégralBruce. L52273 Internal Repair of Pipelines. Chantilly, Virginia : Pipeline Research Council International, Inc. (PRCI), décembre 2005. http://dx.doi.org/10.55274/r0010287.
Texte intégralKiefner, John. PR-218-074503-R01 Effectiveness of Current ROW Monitoring Processes. Chantilly, Virginia : Pipeline Research Council International, Inc. (PRCI), septembre 2009. http://dx.doi.org/10.55274/r0010970.
Texte intégralDesjardins et MacKenzie. PR-218-123603-R01 Procedure for Determining the Number of Excavations to Validate SCCDA. Chantilly, Virginia : Pipeline Research Council International, Inc. (PRCI), septembre 2015. http://dx.doi.org/10.55274/r0010857.
Texte intégralGoh, Geok Yian, et John Miksic. The Istana Kampung Gelam (IKG) Site : A Preliminary Report. National University of Singapore Press, mai 2022. http://dx.doi.org/10.56159/sitereport10.
Texte intégralTester, J. W., et C. Augustine. Transport Processes in Reacting Hydrothermal Flames with Applications to Military Waste Destruction in Supercritical Water and Geotechnical Rock Excavation. Fort Belvoir, VA : Defense Technical Information Center, janvier 2009. http://dx.doi.org/10.21236/ada510213.
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