土压力合力与库仑土压力合力相等。
The resultant earth pressures are equal to that determined by Coulomb's theory.
因此，土压力的计算与施工方式有关。
Therefore, the calculation of earth pressure and construction is the way.
土压力量测是工程测试中的重要内容。
Measuring soil pressure is an important item in engineering test.
土压力分布是支挡工程设计的重要问题。
Distribution of earth pressure is an important problem in engineering design.
土压力系数与土压力数值大小的变化规律相一致。
The coefficient of earth pressure changes accordantly with the value of the earth pressure.
土压力的计算是土力学中的一个重要而又古老的课题。
The calculation of earth pressure is of Paramount importance in applied Engineering.
土压力在联合支护中的分配是其亟待解决的关键问题之一。
The distribution of earth pressure between the combined retaining structure is one of the key questions urgently to be solved.
并通过土参数的改变，讨论了影响搅拌桩土压力分担的因素。
By varying the soil parameters, the factors that have influence on soil pressure share of cement soil are analyzed.
通常采用朗金理论或库仑理论计算作用在挡土墙上的土压力。
The earth pressure is calculated by using Rankin theory or Column theory.
内部孔隙水压力及土压力参数不适合作为崩岸的监测预测指标。
The parameter of the pore water pressure and soil pressure are unfitted as the monitoring and forecasting index for bank collapse.
破坏模式正确与否关系到土压力研究和土钉支护设计的准确程度。
The accuracy degree of the study on the soil pressure and the soil nailing design are determined by the failure mode.
当土体具有流变特性时，支挡结构上的土压力将随时间发生变化。
At the soil mass with rheological property, the soil pressure of the supporting structure will change with time.
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。
According to Rankine earth pressure model considering deformation, the reduced coefficient of a passive earth pressure is explored theoretically.
对基坑开挖过程中地下连续墙体变形、钢筋应力、土压力及沉降进行实时监测。
The deformation of diaphragm walls, steel stresses, soil pressures and settlements were monitored, and the monitoring data during the construction were analyzed.
土压平衡式顶管掘进机机头泥土仓土压力控制是顶管工程中最关键的技术之一。
Soil pressure control is one of the most important technology of pipe pushing engineering with earth balance shield machine.
用该方法描述的土压力随位移的变化规律与有限元法计算结果具有很好的可比性。
The rule of earth pressure varying with displacement presented in this paper is well comparable with the results of the finite element analysis.
地下水产生的渗流效应具有两重性，其对水压力的影响大于对有效土压力的影响。
The pervious effect produced by underground water has two attributes and imposes more influence on water pressure than on effective soil pressure.
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。
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.
试验装置首次运用微型高频土压力传感器测量模型板上土压力，测试结果更加精确。
It is the first time used the mini soil pressure sensor to measure soil pressure in the model tests and the result is more exactly.
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。
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.
重力式挡土结构的抗震研究涉及地震土压力、墙身强度抗震验算和地震稳定性等方面。
The aseismic research about gravity retaining structures deals with seismic soil pressure, seismic wall strength checking and seismic stability.
深部土静止土压力的计算与预测是煤矿深井建设设计与施工中的理论与技术难题之一。
One of the theoretical and technical puzzle of deep coal mine design and construction is the computation and prediction of static earth pressure.
介绍了国外土压力盒标定的几种新方法，提交了土压力盒的室内砂标结果并进行了分析。
Several new ways to calibrate the earth pressure cell were introduced, and the result of laboratory calibration was presented and analyzed in this paper.
适当范围内对静止土压力系数进行的不同取值，对挡墙的水平位移的影响可达20%左右。
When the coefficient of soil pressure at-rest varies in proper range, the influence on the horizontal displacement of the excavation can reach 20%.
在数值模拟和室内离心机模型试验的基础上，提出了高填方涵洞顶部土压力简化计算方法。
The paper puts forward the simplified calculating method of soil stress of the culvert top on the foundation of numerical simulating and centrifuge modeling.
本文通过动力有限单元法对管周围土压力的动力作用分布和管子的自振特性进行了某些探讨。
Using the dynamic Finite Element Method, the dynamic soil pressure distribution along the pipe periphery and the free vibration characteristics of the pipe are studied in this paper.
通过理论推导提出了在土的极限平衡条件下结合小孔扩张理论估算单桩桩侧土压力增量的方法。
A new method is proposed to estimate the increment of the lateral pressure around the installing pile by combining the theory of cavity expansion with the limit equilibrium method.
现场测试结果表明，台背土压力大致呈“抛物线型”分布，与库仑土压力理论的线性分布不同。
The results of field test indicate that the earth pressure of abutment, different from linear distribution of Coulomb's, acts as parabolic type.
采用模型试验实测圆筒结构筒内土压力，并对圆筒在倾覆过程中筒内土压力的变化规律进行探讨。
The inner earth pressure of buried cylindrical structure was measured by model test. The variations of inner earth pressure during overturning of cylinder are analyzed.
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。
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.
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