Auswahl der wissenschaftlichen Literatur zum Thema „Excavation (process)“
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Zeitschriftenartikel zum Thema "Excavation (process)"
Lee, Joosung, Byeol Kim, Dongik Sun, Changsoo Han und Yonghan Ahn. „Development of Unmanned Excavator Vehicle System for Performing Dangerous Construction Work“. Sensors 19, Nr. 22 (07.11.2019): 4853. http://dx.doi.org/10.3390/s19224853.
Der volle Inhalt der QuelleLukashuk, Olga A., und Konstantin Iu Letnev. „Determining operation parameters of the leverage mechanism in a mining excavator“. Izvestiya vysshikh uchebnykh zavedenii. Gornyi zhurnal 1 (30.03.2021): 94–102. http://dx.doi.org/10.21440/0536-1028-2021-2-94-102.
Der volle Inhalt der QuelleZhou, Zhangtao, Zheming Zhu, XinXing Jin und Hao Tang. „Numerical Prediction of Rock Fracturing During the Process of Excavation“. International Journal of Geotechnical Earthquake Engineering 1, Nr. 2 (Juli 2010): 12–23. http://dx.doi.org/10.4018/jgee.2010070102.
Der volle Inhalt der QuelleQin, Zuhe. „Modeling and Simulation of Theoretical Digging Force of an Excavator Based on Arbitrary Posture“. Mathematical Problems in Engineering 2022 (10.09.2022): 1–7. http://dx.doi.org/10.1155/2022/8030349.
Der volle Inhalt der QuelleYang, Zi Sheng, Jun Xia Liu und Yi Ren Wang. „Weight Analysis of Accident Factors in Deep Foundation Excavation Based on Analytic Hierarchy Process“. Applied Mechanics and Materials 711 (Dezember 2014): 529–34. http://dx.doi.org/10.4028/www.scientific.net/amm.711.529.
Der volle Inhalt der QuelleLi, Shen Gang, Wen Zhao, Xiao Li Cai, Yin Fu Ma und Lu Zhang. „Research on Stability in Metro Tunnel Constructing with Shallow Buried Covered Excavation in Loose Sand Layers“. Advanced Materials Research 594-597 (November 2012): 1240–44. http://dx.doi.org/10.4028/www.scientific.net/amr.594-597.1240.
Der volle Inhalt der QuelleShemiakin, Stanislav. „Determining the maximum turning force of the hydraulic backhoe excavator bucket“. Izvestiya vysshikh uchebnykh zavedenii. Gornyi zhurnal, Nr. 3 (20.06.2023): 17–24. http://dx.doi.org/10.21440/0536-1028-2023-3-17-24.
Der volle Inhalt der QuelleMu, Linlong, Jianhong Lin, Zhenhao Shi und Xingyu Kang. „Predicting Excavation-Induced Tunnel Response by Process-Based Modelling“. Complexity 2020 (28.04.2020): 1–11. http://dx.doi.org/10.1155/2020/9048191.
Der volle Inhalt der QuelleWu, Shan, Jian Wu und Dunwen Liu. „Research on Construction Sequences and Construction Methods of the Small Clear-Distance, Double-Arch Tunnel under an Asymmetrical Load“. Applied Sciences 13, Nr. 14 (16.07.2023): 8242. http://dx.doi.org/10.3390/app13148242.
Der volle Inhalt der QuelleWang, 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, Nr. 20 (16.10.2023): 11336. http://dx.doi.org/10.3390/app132011336.
Der volle Inhalt der QuelleDissertationen zum Thema "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.
Der volle Inhalt der QuelleSimsek, 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.
Der volle Inhalt der Quelle#8216
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, und 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.
Der volle Inhalt der QuelleThis 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.
Der volle Inhalt der QuelleHsu, Bo-Hisung, und 許博雄. „An Analysis of Mechanical Behavior during Excavation Process Subjected to Earthquake Motion“. Thesis, 2019. http://ndltd.ncl.edu.tw/handle/8yyn9b.
Der volle Inhalt der Quelle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, und 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.
Der volle Inhalt der Quelle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, und 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.
Der volle Inhalt der Quelle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, und 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.
Der volle Inhalt der QuelleGaffney, Vincent L., R. H. White, H. Goodchild und 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.
Der volle Inhalt der QuelleLiao, Kuang-i., und 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.
Der volle Inhalt der Quelle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.
Bücher zum Thema "Excavation (process)"
Håkan, Stille, Hrsg. Rock engineering. London: Thomas Telford, 2010.
Den vollen Inhalt der Quelle findenDíaz, Alonso Rodríguez. Extremadura tartésica: Arqueología de un proceso periférico. [Barcelona]: Bellaterra, 2001.
Den vollen Inhalt der Quelle findenaut, Enríquez Navascués Juan-Javier, Hrsg. Extremadura tartésica: Arqueología de un proceso periférico. [Barcelona]: Bellaterra, 2001.
Den vollen Inhalt der Quelle findenOlivieri, 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.
Der volle Inhalt der QuelleProcesi vizantinizacije i srpska arheologija. Beograd: Službeni glasnik, 2016.
Den vollen Inhalt der Quelle findenJamieson, Susan Mary. Neutral Iroquois lithics: Technological process and its implications. Ann Arbor, Mich: University Microfilms International, 1992.
Den vollen Inhalt der Quelle findenFoundation, Amerind, Hrsg. Hunter-gatherer archaeology as historical process. Tucson: University of Arizona Press, 2011.
Den vollen Inhalt der Quelle findenCalcolítico en la cuenca media del Arlanzón (Burgos, España): Comunidades campesinas, procesos históricos y transformaciones. Oxford, England: Archaeopress, 2013.
Den vollen Inhalt der Quelle findenAmalia J. Gramajo de Martínez Moreno. Proceso fundacional en el antiguo Tucumán: Hechos y testimonios. Santiago del Estero, República Argentina: Sigma, 1991.
Den vollen Inhalt der Quelle findenJoshi, Ramchandra Vinayak. Chemical studies of archaeological bones from India: Fluorine and fossilization process. Poona: Deccan College Postgraduate and Research Institute, 1986.
Den vollen Inhalt der Quelle findenBuchteile zum Thema "Excavation (process)"
Lukashuk, O., K. Letnev und A. Komissarov. „Specifics of Rock Excavation Process Using Open-Pit Excavator“. In Lecture Notes in Mechanical Engineering, 787–94. Cham: Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-54817-9_91.
Der volle Inhalt der QuelleNiroshinie, M. A. C., Nobuyuki Ono, Yasuyuki Shimizu und Kazuya Egami. „Flow Analysis for Navigation Safety by Using iRIC Model Nays2DH“. In Lecture Notes in Civil Engineering, 857–67. Singapore: Springer Nature Singapore, 2023. http://dx.doi.org/10.1007/978-981-19-6138-0_76.
Der volle Inhalt der QuelleQi, Xili, Kai Wang, Zhijin Tian, Daihua Wang, Shiyong Cao, Shuai Song und Yi Kang. „Research on the safety of deep foundation pit excavation by pre-excavation and excavation process monitoring“. In 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.
Der volle Inhalt der QuelleGong, Mingde, Zhong Jin, Yue Zhang, Wenbin Liu und Yue Ning. „Research on Autonomous Operation Motion Control of Excavator“. In Lecture Notes in Mechanical Engineering, 519–29. Singapore: Springer Nature Singapore, 2024. http://dx.doi.org/10.1007/978-981-97-1876-4_40.
Der volle Inhalt der QuelleWu, L. S., C. F. Li, T. B. Li, Y. Ren, Y. Wen, J. S. Zhang und J. F. Yang. „Potential Instability Modes and Support Stability Analysis of Soil Accumulation Slopes Along the Lexi Expressway“. In Lecture Notes in Civil Engineering, 107–23. Singapore: Springer Nature Singapore, 2024. http://dx.doi.org/10.1007/978-981-97-4355-1_10.
Der volle Inhalt der QuelleMeng, Dan, Changfeng Yuan und Guangming Yu. „Analysis of Ground Settlement Caused by Subway Tunnel Excavation“. In 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.
Der volle Inhalt der QuelleLiu, An, Hua Li, Fei Lu und Meifeng Niu. „Numerical Simulation with FLAC3D on Excavation Process of Underground Powerhouse of Kaluma Hydropower Station“. In 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.
Der volle Inhalt der QuelleZhang, J. Z., Q. H. Jiang, D. M. Zhang und H. W. Huang. „Dynamically updating geological uncertainty simulation with the process of tunnel excavation“. In Geotechnical Aspects of Underground Construction in Soft Ground, 327–32. London: CRC Press, 2024. http://dx.doi.org/10.1201/9781003413790-39.
Der volle Inhalt der QuelleLi, Langhua, Duwen Shen und Qili Gan. „Application of Ultrasonic Nondestructive Testing Technology to the Horizontal Joint Slurry at the Bottom of Shear Wall“. In 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.
Der volle Inhalt der QuelleDong, Y. P. „Effect of diaphragm wall construction process on the performance of braced excavation“. In Geotechnical Aspects of Underground Construction in Soft Ground, 176–81. London: CRC Press, 2024. http://dx.doi.org/10.1201/9781003413790-20.
Der volle Inhalt der QuelleKonferenzberichte zum Thema "Excavation (process)"
Coote, Robert I., und J. Kyle Keith. „Pressure Reductions and Pipeline Excavation“. In 2004 International Pipeline Conference. ASMEDC, 2004. http://dx.doi.org/10.1115/ipc2004-0395.
Der volle Inhalt der QuelleMori, Y., und H. Tokuni. „Excavation depth and crush process for an excavation-type demining robot“. In 2005 IEEE/RSJ International Conference on Intelligent Robots and Systems. IEEE, 2005. http://dx.doi.org/10.1109/iros.2005.1545249.
Der volle Inhalt der QuelleHwang, Seokyon, und Liang Y. Liu. „Modeling Excavation Process Using Dynamic Modeling Approach“. In 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.
Der volle Inhalt der QuelleFredj, Abdelfettah, Aaron Dinovitzer, Geoff Vignal und Sanjay Tiku. „Pipeline Mechanical Damage Excavation Process Review and Recommendations“. In 2014 10th International Pipeline Conference. American Society of Mechanical Engineers, 2014. http://dx.doi.org/10.1115/ipc2014-33618.
Der volle Inhalt der QuelleKostur, Karol, Jozef Futo, Frantisek Krepelka und Lucia Ivanicova. „Comparison of characteristics of excavation process and characteristics of acoustic signal in TBM excavation“. In 2012 13th International Carpathian Control Conference (ICCC). IEEE, 2012. http://dx.doi.org/10.1109/carpathiancc.2012.6228663.
Der volle Inhalt der QuelleWrzesinski, Grzegorz. „NUMERICAL ANALYSIS OF DEWATERING PROCESS OF DEEP EXCAVATION“. In 18th International Multidisciplinary Scientific GeoConference SGEM2018. Stef92 Technology, 2018. http://dx.doi.org/10.5593/sgem2018/1.2/s02.063.
Der volle Inhalt der QuelleLi, Zuguang, Yueming Zhu, Bojun Yang, Tiecheng Wang und Jian G. Sun. „Systematic innovation process studies based on resource excavation“. In 2016 IEEE International Conference on Management of Innovation and Technology (ICMIT). IEEE, 2016. http://dx.doi.org/10.1109/icmit.2016.7605044.
Der volle Inhalt der QuelleAitova, M. V. „The process of excavation work in winter conditions“. In ТЕНДЕНЦИИ РАЗВИТИЯ НАУКИ И ОБРАЗОВАНИЯ. НИЦ «Л-Журнал», 2018. http://dx.doi.org/10.18411/lj-04-2018-137.
Der volle Inhalt der QuelleSun, Shiguo, Weidong Liu und Yujuan Zhang. „The Safe Thickness of Top Plate in the Process of the Underground Excavation Transferred to Opencast Excavation“. In 2015 International Symposium on Energy Science and Chemical Engineering. Paris, France: Atlantis Press, 2015. http://dx.doi.org/10.2991/isesce-15.2015.25.
Der volle Inhalt der QuelleAhmadipur, Amir, Ali Ebrahimi, Arash Mosaiebian und Doug Cook. „Stress-Relief Excavation for Pipeline Geohazard Mitigation“. In 2022 14th International Pipeline Conference. American Society of Mechanical Engineers, 2022. http://dx.doi.org/10.1115/ipc2022-87081.
Der volle Inhalt der QuelleBerichte der Organisationen zum Thema "Excavation (process)"
Stewart. L52283 Ground Positioning Satellite in Conjunctions with Current One-Call System - Virginia. Chantilly, Virginia: Pipeline Research Council International, Inc. (PRCI), November 2007. http://dx.doi.org/10.55274/r0010184.
Der volle Inhalt der QuelleSkow. PR-244-093703-R01 Uncertainties of In-line Inspection Crack Detection Tools Phases 1-2. Chantilly, Virginia: Pipeline Research Council International, Inc. (PRCI), Oktober 2014. http://dx.doi.org/10.55274/r0010828.
Der volle Inhalt der QuelleRicci, Glenn, Sarah Gaines und Amanda Babson. Integrated coastal climate change vulnerability assessment: George Washington Birthplace National Monument. National Park Service, 2024. http://dx.doi.org/10.36967/2304901.
Der volle Inhalt der QuelleCazenave, Pablo, Katina Jimenez und Ming Gao. PR-328-173865-R01 Evaluation of ILI Capabilities on Mechanical Damage Features. Chantilly, Virginia: Pipeline Research Council International, Inc. (PRCI), November 2020. http://dx.doi.org/10.55274/r0011946.
Der volle Inhalt der QuelleWatson, Mark, Martyn Wilmott und Brian Erno. GRI-96-0452_2 Stress Corrosion Cracking Under Field Simulated Conditions II. Chantilly, Virginia: Pipeline Research Council International, Inc. (PRCI), November 1997. http://dx.doi.org/10.55274/r0011974.
Der volle Inhalt der QuelleBruce. L52273 Internal Repair of Pipelines. Chantilly, Virginia: Pipeline Research Council International, Inc. (PRCI), Dezember 2005. http://dx.doi.org/10.55274/r0010287.
Der volle Inhalt der QuelleKiefner, John. PR-218-074503-R01 Effectiveness of Current ROW Monitoring Processes. Chantilly, Virginia: Pipeline Research Council International, Inc. (PRCI), September 2009. http://dx.doi.org/10.55274/r0010970.
Der volle Inhalt der QuelleDesjardins und MacKenzie. PR-218-123603-R01 Procedure for Determining the Number of Excavations to Validate SCCDA. Chantilly, Virginia: Pipeline Research Council International, Inc. (PRCI), September 2015. http://dx.doi.org/10.55274/r0010857.
Der volle Inhalt der QuelleGoh, Geok Yian, und 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.
Der volle Inhalt der QuelleTester, J. W., und 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, Januar 2009. http://dx.doi.org/10.21236/ada510213.
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