shore base 中文意思是什麼
shore base
解釋
岸上基地-
Zhejiang new huahe general machinery co., ltd. taizhou hua he engine parts co., ltd. lies in the land scape shore of east see of china - jinqing town luqiao dstrict taizhou city, it is a key base in producting electrical generator in china presently. the company was founded in 1990, managerial philosophy of company is that " take person with ability as basement, develop and try to be practical, quality first, service intensive " and the spirt of onterpriseis that " hold together and innovation, keep on aggressiveness, pursue superiority ", it will make the company to explode constantly and is has passed iso9001 : 2000 quality system ceritfcation, ce
浙江新華和通用機械有限公司原臺州華和機車部件有限公司，位於風景秀麗的東海之濱-臺州市路橋區金清鎮，是國內目前生產發電機的主要基地。公司創建於1990年，一直「以人為本開拓務實質量第一服務至上」的經營宗旨和「團結拼博求實創新不斷進取追求卓越」的企業精神，促使企業不斷蓬勃發展，並已通過了iso9001 ： 2000質量管理體系認證和ce認證。 -
The retaining wall reclining on the slight slope built on soft foundation is usually used in protecting the shore of river, the contradiction between the lack of impartiality in stress of the base and the small stress allowed by the foundation as well as the lack of stabilization of the breast wall is a hard nut to crack in the engineering. in the paper, a tenon - base is added under the base of the retaining wall, on the study of the choice of the parameters and formulas used in calculation and the research of theory used in calculation, method used to deal with the load, etc, the writer gives a way to crack the nut mentioned above paragraphs and presents a qualitative and quantitative analysis about them, such as the equivalent inner friction - angle ( d ) and the passive press of the clay ( ep ), etc. in the end of the paper, using modern optimization method, a design of the retaining wall reclining on the slight slope built on soft foundation is done, the result is economical, and accords with the fact
軟基上的仰斜式擋土墻在水利工程河道護岸中經常遇到，仰斜式擋土墻基底偏心應力較大和軟基土地基容許承載力偏小的矛盾以及擋土墻抗滑穩定不足是工程中難以解決的難題。本文在對仰斜式擋土墻設計中有關計算參數的選擇、公式的選用應該注意的問題進行了研究，對河道護岸軟基礎上的仰斜式擋土墻採用凸榫基礎處理的方法，就其計算理論、設計驗算中各荷載的具體處理方法進行了較為細致的研究，提出了解決軟基礎上的水工仰斜式擋土墻難以解決的難題的方法，並對有水情況下粘土等效內摩擦角_ d 、凸榫被動土壓力e _ p等在計算中的取值提出了定性和定量的分析。最後利用現代優化方法對軟基礎上的水工仰斜式擋土墻進行了結構優化設計，得出了符合實際的結果，與其它重力式擋土墻形式進行比較，取得了明顯的經濟效益。
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