loading soil in Chinese
Translation
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- 承載土層
- "loading" in Chinese : n. 1.裝貨。 2.裝載量;重量;載荷;(船只等的)貨 ...
- "soil" in Chinese : vt. (給畜舍內(nèi)畜牲)喂青草[青飼料];(用青飼料給畜 ...
- "loading" in Chinese : n. 1.裝貨。 2.裝載量;重量;載荷;(船只等的)貨載。 3. 填充物 ...
- "no loading" in Chinese : 不停車載客
- "t loading" in Chinese : 載重汽車荷載
- "t-loading" in Chinese : 載重汽車荷載
- "of soil" in Chinese : 土壤疲乏
- "soil" in Chinese : n. 1.泥土,土壤;土質(zhì)。 2.土地,國土。 3.滋生地,溫床。 4.農(nóng)業(yè) ...
- "a loading area" in Chinese : 裝卸區(qū)
- "abnormal loading" in Chinese : 異常荷載
- "absence of loading" in Chinese : 無負(fù)載
- "accident in loading" in Chinese : 裝貨中的意外事故; 裝貨中意外事故
- "accidental loading" in Chinese : 偶然荷載
- "accidents in loading" in Chinese : 裝貨中的事故
- "acoustic loading" in Chinese : 聲載荷
Examples
- The comparisons of the results in the analysis of the ii devised program and the ansys software and the code gbj7 - 89 show that the finite numerical method used in the paper can combine the analyses of the bearing capacity and the settlement of the foundation at the same time and can obtain the nonlinear settlement of the foundation under different load grade and the development of the soil plastic zone and the ultimate bearing capacity of the foundation and can imply the practical mechanism of loaded soil below the shallow foundation under the vertical load
在兩類地基情況中均對(duì)本文程序、 ansys有限元軟件、規(guī)范gbj7 - 89的計(jì)算結(jié)果進(jìn)行了比較,結(jié)果表明,本文的有限元數(shù)值分析方法可將地基的沉降及承載力分析結(jié)合起來,可求得各級(jí)荷載下地基的非線性沉降變形、地基土體塑性區(qū)的開展情況和地基的極限承載力,能反映豎向荷載作用下淺基礎(chǔ)地基的實(shí)際工作機(jī)理。 - 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(xiàn)行規(guī)范gbj7 - 89將這兩者分開考慮,其計(jì)算地基承載力設(shè)計(jì)值的公式是根據(jù)彈性地基中應(yīng)力分布及土的極限平衡狀態(tài)理論為依據(jù)而得出的,求地基的沉降變形時(shí)則視土體為彈性,這些理論對(duì)地基及土的假設(shè)與淺基礎(chǔ)地基的實(shí)際工作狀態(tài)及天然土體的非線性、彈塑性存在一定的偏差。
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