片语

earth-pressure value土压力大小

earth-pressure theory土压力理论

earth balance pressure正面土压

earth h pressure地压

earth contact pressure接地压

filling earth counter pressure填土反压

earth lateral pressure土的侧压力

earth back pressure土背压

英汉例句

• The analytical calculation for one project case shows that the maximal earth counterforces calculated by estimating water and earth pressure together or separately in clay soil were very different.

  算例分析表明，在黏性土中采用水土压力分算和合算得到的圆形沉井最大土体反力差别很大。

• Gravity retaining structure refers to a kind of retaining structure that balances the earth pressure behind the wall mainly on the gravity of the body of wall.

  重力式支挡结构是一种依靠墻身自重来平衡墻后土体产生的土压力的挡土结构。

• Approximate method was often adopted to calculate the earth pressure under the situation of the specific project.

  对于具体工程情况下的土压力计算，常采用近似的方法处理。

• Though the value of earth pressure can be given exactly by these theories, the application location and distribution of earth pressure obtained have a large difference from the measured results.

  这些理论虽然给出的土压力数值较为準确，但是给出的土压力作用点及分布却与实测结果相差较大。

• The measure for reducing the vertical earth pressure on the buried rigid structure under high fill by expanded polystyrene (EPS) is proposed.

  提出在结构物顶部填筑聚苯乙烯泡沫塑料(eps)来减轻上埋式结构物土压力的方法。

• Therefore, the calculation of earth pressure and construction is the way.

  因此，土压力的计算与施工方式有关。

• The earth pressure on the circular retaining structure is reduced by the soil arching effect, and the high compression resistance character is fully used.

  圆形支护结构利用土的拱效应，降低了作用在支护结构上的土压力，同时将外部荷载转化为内部压力，充分发挥了混凝土抗压性能好的特点。

• This paper, analyzed the calculation of earth pressure on deep excavation.

  本文分析了深基坑开挖中的土压力计算问题。

• The calculation of earth pressure is of Paramount importance in applied Engineering.

  土压力的计算是土力学中的一个重要而又古老的课题。

• By analyzing the influence of the radius of pit and soil parameters to the active earth pressure distribution, it was (achieved) that the influence is identical to Rankine theory.

  通过分析得出基坑半径和土体参数对基坑主动土压力的影响规律，并发现与朗肯土压力理论一致。

• The distribution of passive earth pressure against retaining wall is nonlinear, and the sliding surface in soil is usually a curve.

  挡土墻土压力分布是非线性的，填土滑裂面通常为曲面。

• According to Rankine earth pressure model considering deformation, the reduced coefficient of a passive earth pressure is explored theoretically.

  根据考虑变形的朗肯土压力模型，对被动土压力折减系数进行了理论探讨。

• By analyses, a simplified calculation method of active earth pressure on back of abutment UN der earthquake condition has been put forward. Calculating results prove the reasonable of this method.

  通过分析，本文提出了地震条件下桥台台背主动土压力简化计算方法，计算结果表明了这一公式的合理性。

• In order to design retaining walls more accurately, it is need to research the calculation of earth pressure with non-limit displacement.

  为了更準确的进行挡土墻设计，有必要对非极限位移时的土压力计算进行研究。

• Earth pressure is the main load on retaining structure, and the calculation of earth pressure on retaining structure is an important aspect in structure design.

  土压力是作用在挡土结构上的主要荷载，土压力计算是挡土结构设计的重要内容。

• The earth pressure against the retaining piles with interval consists of two parts: direct and indirect earth pressure.

  将间隔布桩时护壁桩侧土压力分为直接土压力和间接土压力两部分。

• Based on the limit equilibrium theory for axially symmetric condition, the active earth pressure of circular pit obtained with slip-line method was extended to non-uniform surcharge loading.

  基于轴对称情况下土体的极限平衡理论，将圆形基坑主动土压力的滑移线解推广到非均匀堆载情况。

• Both magnitude and point of application of earth pressure show good agreement between the in situ measured results and those being computed by the formulae suggested in this paper.

  用所得公式计算出的土压力值及其作用点与现场实测数据比较接近。

• According to the equilibrium conditions of forces acting on a soil element, the problem for non-linear distribution of earth pressure of cohesive backfill is studied.

  本文根据作用在土单元体上力的平衡条件，研究了粘性土的土压力非线性分布问题。

• Further the earth pressure distribution with RB and rt modes was obtained using the same software, and the results were compared with t mode.

  进一步研究了RB、RT模式挡土墻土压力的分布情况，并与T模式情况进行对比。

• Retaining walls and anchors are usually used to keep the stability of slopes, and earth pressure is a key factor to determine the stability of retaining walls and anchors.

  挡土墻和锚桿是保持边坡稳定常采用的工程措施，而土压力则是决定挡土墻和锚桿稳定性的一个关键因素。

• It has been proved, through field-measured data and model test results, that trench width has much effect on vertical earth pressure on trenched flexible pipes such as steel pipelines.

  开槽埋设钢管等柔性管时，开槽宽度对于作用于管道上的竖向土压力有着很大的影响，这已被现场实测和模拟试验结果所验证。