文憑主義 的英文怎麼說
中文拼音 [wénpíngzhǔyì]
文憑主義
英文
credentialism-
The first part is the preface, analyzing the writing background and the practical meaning. the second part begins with the concept of mortgage, then leads to the legal system of outward bill on l / c, analyzing the legal features of outward bill on l / c, the author holds outward bill on l / c one kind of financing action, and it can be explained that the exporter signs the general letter of hypothecation with domestic bank as hypothecation according to the integrated documents according with the demands of l / c. then the bank pays for exporter the l / c fund to a certain proportion according to the general letter of hypothecation
第一章是論文的前言部分，分析了論文的寫作背景及其現實意義;第二章主要是從押匯這一概念引申出信用證出口押匯的法律制度，對信用證出口押匯的法律特徵進行了分析，認為出口押匯是出口商憑符合信用證規定的全套單據作為質押，與出口商所在地的銀行簽訂《出口押匯總質押書》 ，銀行依該協議，按信用證款項的一定比例為出口商墊付貨款的一種融資行為。Researching on the technology if reverse order is to study strains if pits, structural systems if basement, environmental surwey and underpinnings. on account of emphasizing developing methods if checking strength if pick - ets, modemizing machenes of excavation and studying methods of underpinning is put forward and is a way if controlling the quality of pickets in sites, which leads an active effect ; synthetic application if rankintheory, spatial and time effect theory to excavation tl aanalyze the state of soil force and strain is brought forward and the time effect should be considered in the zone of clay, the formation and development of soil plasticity are analyzed and the most dangerous zone to decide how to excavate and where to begin is found ; analyzing the cause of picket settlement during reverse order and the differential settlement and discussing hlw to solute it. duringh the temporary survey and the environmental warship, bringing rorward the theory of environmental vibration and analyzing the state of soil force and probability of losing stabilization of soil under the effect of environmental vibration ; analyzing the state offeree in underground concrete wall by the method of mathematics and pointing out the place of the maximum force and deformation. based on systematic illustrating the reverse order, problems about application and development of reverse order and suggestions also are expressed
鑒于國內外的研究把重點放在大力發展工程樁的實驗室承載力監測方法與設備、如何使土方開挖機械現代化及對周圍建築的臨測方法上，本文提出了現場利用聲波層析成像技術監測鋼砼樁內部質量的方法與程序，並得出了聲波層析成像技術是砼樁的動態質量檢測的有效手段，這對指導施有積極、現實意義；提出了綜合運用朗肯土壓力理論、基坑空間和時間效應影響理論來分析逆作法施工過程中基坑邊坡土體應力及應變的變化情況，指出粘土地區也應考慮時間效應，並且進一步分析了基坑邊坡土體的塑性區形成和發展，找出邊坡最不利的區域，以確定地下室土體的挖掘的方式和順序，指出憑主觀臆斷與經驗來施工是不可取的；在分析、經較逆作法與大開挖順作法的地下室結構體系受力情況及施工順序的不同，提出了節點處理技術；分析了逆作法施工期間樁的沉降變化原因及由此而產生的差異，並探討了解決的方法；本文還提出了環境振動對土體邊坡穩定產生影響的觀點，並分析了在環境振動影響下，土體的應力狀態及土休失穩破壞概率，並且還運用彈性力學知識和數學分析的方法定量地分析了地下混凝土墻受力狀態，指出了被監測墻體的最大應力、應變位置。
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