foundation design 中文意思是什麼
foundation design
解釋
基礎工程- foundation : n 1 建設，創設，創立。2 基礎，根本；根據；地基，地腳。3 基金；捐款；用捐款創辦的事業；慈善機關；...
- design : vt 1 計劃，企圖，立意要…。2 指定，預定；留給，留著。3 設計，草擬，擬定，籌劃；起草，畫草圖，打（...
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In view of bearing capacity of the elastoplastic theory analysis, the author made a comparison between the achieved bearing capacity limit load pi / 4 of round base ( space problem ) and the limit load pi / 4 of bar groundwork foundation design ( plane problem ) from soil mechanics at home and abroad as well as foundation criterion, and explained why the value of formula in present design criterion from soil mechanics is inclined to be conservative. in the light of the author ' s many years experience of vibration test on the spot and the research work of relevant projects, the author worked over the dynamic pile testing of the bearing capacity of foundation and batholith, and gathered the parameter of dynamic analysis and testing. the author also talked over the difficult point of pile foundation design criteria in present batholith engineering world, i. e. the confirmation of batholith bearing capacity of pile end, from the following aspects : a ) confirmation of single axis counter - pressure strength of rock in house ; b ) f. e. m calculation of elastoplastic model ; c ) calculation of soil mechanics ; d ) deep well load test
然後，對巖土工程領域至今尚未解決，甚至不為人注意的考慮地基變形的地基承載力問題進行了實用化的探討，提出了考慮地基變形的地基承載力上程計算方法；對基於彈塑性理論分析的地基承載力國內尚未見報道的空間問題得到了圓形基礎（空間問題）的承載力界限荷載p _ （ 1 / 4 ） ，並與國內外土力學專著及地基基礎設計規范中的條形基礎（平面問題）的界限荷載p _ （ 1 / 4 ） ，進行了對比，從而定量上解釋了目前設計規范引用土力學承載力公式值偏於保守的這一情況；根據本文作者多年從事現場地基工程振動試驗及相關課題的研究工作，本文以截頭錐模型模擬地基，對地基（巖基）承載力的動測法進行了研究，為各類地基（包括巖基） ，匯總了動力分析和檢測川的參數：針對日前巖土工程界應用樁基設計規范中的難點? ?樁端巖基承載力的確定問題，從巖石室內單軸抗壓強度確定、基於彈塑性模型的有限單元法計算、土力學計算及深斤載荷試驗四方面進行了深入討論；本文作者根據多年現場載荷試驗的工程實踐，對深井荷試驗裝置的核心部分? ?反力裝置，設計了側壁支撐反力加載系統，該加載系統具有實用、簡便、穩定及安個等優點。 -
The current chinese foundation design code gbj7 - 89 use limit equilibrium theoiy with elastic soil stress distribution to give out bearing capacity design value calculating fonnula and use elastic soil model to evaluate foundation settlement. according to the above theories, code gbj7 - 89 gives the correlative terms. but these do not accord with the practical mechanism of loaded soil below the shallow foundation and the elastoplastic property of natural soil so defects exist
我國現行規范gbj7 - 89將這兩者分開考慮，其計算地基承載力設計值的公式是根據彈性地基中應力分佈及土的極限平衡狀態理論為依據而得出的，求地基的沉降變形時則視土體為彈性，這些理論對地基及土的假設與淺基礎地基的實際工作狀態及天然土體的非線性、彈塑性存在一定的偏差。 -
On the foundation design of the bridges on mengcheng - bengbu freeway
蒙蚌高速公路橋梁墩臺設計研究 -
Bond stress in the state of bond - slip should be adopted in the foundation design
當設計人員在設計基礎時，只能夠採用在滑動摩阻狀態下的粘著應力值。 -
Base foundation design of one high - rise building
某小區高層住宅樓地基基礎設計 -
Petroleum and natural gas industries - specific requirements for offshore structures - geotechnical and foundation design considerations
石油和天然氣工業.海上建築物特殊要求.土質和基礎設計考慮 -
The alternatives for foundation design are rockfill mound foundation, the pile foundation driven piles or bored piles and the mat foundation
-地基設計方案包括毛石堆地基樁柱地基打入樁或鉆孔樁及席式地基。 -
A discussion on the construction foundation design and ground treatment of expansive soil areas
膨脹土地區公路工程構造物基礎設計及地基處理 -
Deep foundation design of high - rise residential building reinforced block masonry
高層住宅建築配筋砌塊砌體深基礎設計 -
The foundation design of the terminal building in guangzhou new baiyun international airport
廣州新白雲國際機場航站樓基礎設計 -
The characteristics of the intrinsic frequency distribution of the framed steam turbine - generator set foundation are summarized ; it can been seen that the base plate of the framed foundation does not have much effect on the dynamic response of the foundation, and that the " amplitude method " is better than the " resonance method " among dynamic analysis methods. when designing a framed foundation, as long as the load - bearing capacity and stability is ensured, a flexible pillar is better, the amplitude of vibration can be controlled through adjusting the particle quality in foundation design
論文最後總結了框架式汽輪發電機組基礎固有頻率的分佈特點；指出框架式基礎底板本身對基礎的動力響應影響不大，認為動力分析方法中振幅法優于共振法；並指出框架式基礎設計時，在滿足承載力和穩定性的前提下，柱子應以柔為佳；設計中可以通過調整質點的質量來達到控制基礎振幅的目的。 -
Liquefaction potential induced by seismic and wave are calculated separately. for the first time, liquefaction areas in 7, 8, 9 degree of seismic intensity are partition, dynamic bearing capacity and sinking value due to earthquake are calculated by experimental formula. the purpose of this thesis is to provide references for selecting site and foundation design of marine engineering in this area
研究結果顯示，研究區在7度地震時僅少數區域可能液化， 8度地震時大部分區域可能液化， 9度地震時全區均有可能液化；地震作用下承載力下降明顯， 7度地震時承載力下降約25 ， 8度地震時下降一半左右， 9度地震時則地基強度完全喪失；液化導致的震陷量與土層的液化程度有關， 7度地震時震陷量基本可以忽略， 8度地震時震陷量很小， 9度地震時震陷量則較大。 -
Shallow post foundation design
淺基礎設計 -
1. existing foundation models are analyzed and generalized in accordance with the stress mechanism. some linear elastic foundation models available are chosen to process the pile foundation design, mainly about the winkler foundation model, the elastic semi - space model and the tiered foundation model
1 .根據土的受力機理，對已有的地基模型進行了分析歸納，選擇較簡單、但具有一定實際可操作性的線彈性地基模型，主要為文克勒地基模型、彈性半空間模型、分層地基模型等進行樁基設計。 -
Pile foundation design for a high rise student apartment in karst ground
巖溶地基某高層學生公寓樁基設計 -
The of desert sand is the centre of foundation design in bo area
沙漠地基的強度問題是沙漠地區地基基礎設計的核心問題之一。 -
Some macro - control conception for deep foundation design is also proposed in the paper
最後提出了深基坑工程設計的一些宏觀控制念。 -
This thesis provides a deeper analysis and comparison about pile foundation design schemes
本文針對樁基方案進行了較為深入的比較和分析。 -
In this paper, the design method of pile raft foundation in soft soil is studied, especially the method for analysis of pile raft foundation by using geddes " stress formula, some problems which exist in application are discussed and resolved. the paper also compares this method with traditional national code of pile foundation design ( ncpfd )
本文對樁筏基礎的工作性狀進行了研究，著重分析了新規范中用geddes解分析樁筏基礎內力和沉降的方法，探討和解決了在實際應用過程中還存在的一些不完善的地方，並將它與傳統的幾種分析方法進行了比較。 -
These influence influeoce the excavation in desert, shallow foundation design on natural ground, and the bearing capaceity of pile foundation
沙漠砂的這種強度特徵全面影響著沙漠場地基坑、樁孔的開挖、天然淺基礎設計和樁基承載能力。
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