A pile of paper的問題，透過圖書和論文來找解法和答案更準確安心。 我們找到下列各種有用的問答集和懶人包

Stability of Slopes and Underground Excavations: Proceedings of Indian Geotechnical Conference 2020 Volume 3

為了解決A pile of paper的問題，作者 這樣論述：

Dr. C. N. V. Satyanarayana Reddy is a Professor of Civil Engineering at College of Engineering, Andhra University, Visakhapatnam, India, and has 28 years of teaching, research, and consultancy experience. His expertise and research interests are in the areas of reinforced soils, ground improvement,

landfills, soil retention in excavations, deep foundations, and forensic geotechnical engineering. He obtained B.Tech. in Civil Engineering from Nagarjuna University, M.Tech. in Geotechnical Engineering from Indian Institute of Technology (IIT) Madras, M.E. (Structures) from Andhra University, and P

h.D. from National Institute of Technology (NIT) Warangal, India. He has guided 8 Ph.D. scholars and 92 M.Tech. dissertations. He has more than 110 publications in various national and international journals and seminars/conference proceedings. He has organized more than 30 seminars, workshops, and

training programs. He is fellow of Indian Geotechnical Society, The Institution of Engineers (India) and Life member of Indian Roads Congress, Indian Concrete Institute, Indian Society for Technical Education, Indian Society for Rock Mechanics and tunneling Technology.He handled several research pro

jects funded by DST, UGC and AICTE. He received the Engineer of the Year 2006 Award from Govt. of Andhra Pradesh and The Institution of Engineers (India) A.P. State Centre, Best Academician Award for the year 2014 from Andhra University and Andhra Pradesh Scientist Award 2020 in Civil Engineering Di

scipline from A.P. State Council of Science and Technology, Govt. of A.P. He served as National Executive Committee member of Indian Geotechnical Society during the period 2013-2020. He served as a member in H-4 Committee on Embankment, Ground Improvement and Drainage Committee of Indian Roads Congr

ess (IRC) for the term 2018-2020. He is serving as member of TC 213 on ＂Scour and Erosion＂ of International Society for Soil mechanics and Geotechnical Engineering (ISSMGE).Dr. K. Muthukkumaran is currently Professor of Civil Engineering at National Institute of Technology (NIT), Tiruchirappalli, In

dia. He obtained his Ph.D. in Marine Geotechnical Engineering from Indian Institute Technology (IIT) Madras. He has published more than 120 papers in international and national journals and conferences. He has completed 5 R&D (including ISRO Chandrayaan-2 Mission project) & 50 major consultancy proj

ects in geotechnical engineering and published two patents. Dr. Muthukkumaran’s area of research is in geotechnical engineering, which includes pile foundation, soil-structure interaction, marine geotechnics & foundations, field instrumentation, geotechnical physical modeling, ground improvement, an

d forensic geotechnical engineering. He has received DST Young Scientist Award, IGS-Smt. Indra Joshi Biennial Award and Keynote Paper Award--GEOMATE Conference 2015 at Osaka, Japan.He has guided 8 PhD, 5 MS (by research) and more than 40 M.Tech. students in Geotechnical and allied research areas. He

is a member of Technical Committee (TC-301 on ＂Preservation of Historic Sites＂) of International Society for Soil Mechanics and Geotechnical Engineering. He served as a member of IGS National Executive Committeeduring the period 2017-18. He has received DST Young Scientist Award, IGS- Smt. Indra Jo

shi Biennial Award and Keynote Paper Award - GEOMATE Conference 2015 at Osaka, Japan. He has received NIT Trichy Achiever Awards for research publications, research projects, maximum citation and consultancy projects. He is a recipient of Bharat Vikas Award -2018.Mr. Ravikiran Vaidya is Principal En

gineer and Founder of Geo Dynamics, a company involved in deep foundation testing. He has been instrumental in popularizing and pioneering various methods for deep foundation testing in India. It is to his credit that methods like high strain dynamic testing, integrity testing, sonic logging, etc.,

are now routinely used all over India to verify pile foundations and also form a part of all specifications of all major projects. He has recently worked on thermal integrity profiling for bored piles and indigenized the bidirectional load testing technology. He has written several technical papers

on the subject, and his work has been cited by several authors in various articles and dissertations. He is also Guest Lecturer at academic and industry forums.

A pile of paper進入發燒排行的影片

膨脹膠囊對周圍砂土擠壓行為之室內模型研究

為了解決A pile of paper的問題，作者王徵華 這樣論述：

擠壓灌漿工法係常用來扶正已傾斜之建物、增加土壤緊密度、減少後續沉陷和抵抗土壤液化之工法，因其可在狹窄之環境下施工，十分適合臺灣各大都會區中，高液化潛勢地區建物抗液化之整治措施。擠壓灌漿顧名思義為透過灌漿團塊，擠壓周圍之土體，使其緊密度增加。雖然在灌漿團塊持續膨脹過程中，對周圍土壤性質的影響，和土壤受擠壓之變位量，有直接的關係，但在施工現場不易量測周圍土壤之水平位移量，因此本研究以室內模型試驗方式，利用膨脹膠囊來模擬擠壓灌漿團塊，在不同相對密度下，對周圍砂土之擠壓行為，並量測膨脹體外推量與周圍砂土位移量之關係。再透過PLAXIS 2D數值軟體，進行模擬分析，並與室內試驗結果相互比較。研究結果顯

示，在淺覆土處進行灌漿時，由於覆土應力低，地表較有明顯隆起量。相較之下，在較深覆土處進行灌漿時，因覆土應力增加，地表較無明顯隆起量，主要的土壤變位則是在水平方向。此外，施工順序對地表隆起也有影響，以由上而下的順序，可得較小的隆起量。在相同的膨脹體外推量下，鬆砂的水平位移量，約為緊砂之1.5~2倍，影響範圍也略大於緊砂。顯示擠壓灌漿工法於鬆砂中，有較佳的擠壓效果。至於數值分析所得之砂土位移量，受限於有限元素分析法中，網格節點相互牽制，導致算得之位移量較模型試驗小。尚需另選適當的數值模型，來模擬擠壓灌漿工法引致的周圍土壤位移。

Advances in Civil Engineering: Select Proceedings of Icace 2020

為了解決A pile of paper的問題，作者 這樣論述：

Dr. Scott Arthur is currently a professor at the Institute for Infrastructure & Environment, Heriot-Watt University, UK. He began his research career in 1992 working under the supervision of Professor Richard Ashley on a high profile EPSRC funded project investigating sediment and pollutant transpor

t within combined sewer networks. Following this work in Dundee, in 1996, he moved to a Post-Doctoral Research Associate position at Heriot-Watt University (Building Dept. with Prof John Snwaffield) and subsequently (August 2000) appointed within Heriot-Watt University to a lecturing position. Since

that time, his research has been supported by EPSRC, the European Union, the Scottish Government, the Royal Academy of Engineering, SNIFFER & CREW. Prof. Arthur research comprises work on all aspects of urban drainage systems from roof systems to urban watercourse and large sewer networks. He has p

ublished 57 international papers in indexed journals and has been involved in several research projects funded by Scottish Government and European Union. Dr Masato Saitoh is currently a professor at the Graduate School of Science & Engineering, Saitama University, Japan. After obtaining a Doctor of

Engineering (D.Engg.) from Saitama University in 2001, Dr Saitoh has moved to academia as an Assistant Professor at Saitama University. Earlier, he was working as a researcher at the Railway Technical Research Institute (RTRI) in Japan. His primary research interests include the dynamic response of

the soil-pile system, foundation engineering. He has published 28 international papers in top-notch journals along with 13 national journals. Prof. Saitoh also holds 13 patents including international PCT subsidized by the Japan Science and Technology Agency (JST) on his developed research works and

lead a significant number of research projects funded by the Japanese Government (JSPS). In 2017, Prof. Saitoh received best lecturer award from Saitama University for his outstanding teaching contribution. He also received the best paper award from the Japanese Geotechnical Society in 2003 and bes

t speaker award of JSCE conference in 1997 and 1999. At present, he is an editorial board member of JSCE Journal H-division and reviewer of several reputed journals. Dr. Sudip K. Pal is currently a professor and Head at the Department of Civil Engineering, Chittagong University of Engineering & Tech

nology (CUET) in Bangladesh. He earned his PhD from Heriot-Watt University in 2012. He has 20 years of experience at leading Bangladeshi academic institution and abroad through research activities and teaching students from various social and cultural backgrounds. His primary research interest focus

es on sustainable urban drainage system, water and wastewater treatment, atmospheric pollution, and water harvesting technologies. Prof. Sudip has published 12 international journals, 3 national journals and more than 20 conference proceedings both in Bangladesh and abroad. He has been involved in f

ew research projects, e.g. textile effluent treatment under higher education in sustainable textile funded by DAAD, Germany and Rain water harvesting and hydropower generation using solar panel for indigenous people in Bangladesh funded by Innovate UK with national and international collaboration. H

e is a member of many professional organizations like ASCE, BHS, IEB. In addition, he serves the academic community as a reviewer of distinguished journals.

情緒對外交決策之影響：以韓戰期間的中共與美國為例

為了解決A pile of paper的問題，作者盧俊昇 這樣論述：

近年來隨著腦神經科學的進步，情緒與理性的二分法觀點已受到挑戰與修正。情緒與理性是不可截然兩分的整體機制，這樣的觀點已然衝擊各個研究領域，帶來一波新的「行為革命」浪潮，當然也為國際關係研究帶來了一波「情感轉向」或「情緒轉向」。從2000年開始，陸陸續續有國際關係學者開始倡議重視情感和情緒的研究，基於這樣一個重要觀念轉折的契機，本文嘗試以這波國際關係「情緒轉向」的研究成果，來探討情緒在韓戰的決策過程中扮演一個怎樣的角色。主流國際關係對於戰爭的分析，多半是建立在理性計算的現實主義視角上。理性選擇理論熱衷於把理性和自利的假設，廣泛運用於政治行為的研究中；但個體不可能全盤掌握到最佳可行決策中所需的全部

資訊，顯然人們不是完全的理性，自然也就無法達到經濟學中「效用最大化」的這一目標。換句話說，人是會犯錯的，會受到各種內在與外部因素的影響，進而做出各種不理性的決策，所以情緒也可能是影響決策者的重要因素之一。本論文採質化研究，以論述分析與個案研究做為主要核心研究方法，並透過Todd H. Hall的三種情緒性論述分析(情緒性陳述論述、情緒性挑釁論述與情緒性論述)，來分析韓戰期間美國與中共在決策過程中，是否受到情緒影響而做出不理性的決策。最後本文研究發現，無論是威權國家或是民主國家，其國內政治的激情往往會導致決策者上喪失在實際戰場上的理性判斷。從韓戰中美雙方的分析中可以發現，國家決策者與戰場指揮官的

判斷往往不一致：不論是美軍或是共軍的最終決策者，最終均決定聽從政治的激情而非戰場實際的情況。此可彰顯本文的論點：政治激情往往會凌駕於理性決策之上，進而做出不理性的決策。