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模式挡土墙土压力的分布情况，并与T模式情况进行对比。
Earth pressure distribution at the bottom floor of revetment shows large at two poles and little in the middle under revetment load, just like a parabolic distribution.
在护岸荷载作用下底板下土压力呈现两端大中间小的抛物线分布规律。
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 contact pressure and its distribution, the load sharing between piers and the raft are monitored by the installed earth pressure cells at pier-soil and raft-soil interfaces.
根据基底下埋设土压力盒的观测结果，研究了墩-筏基础的工作机理；明确了基底压力及分布；分析了墩与筏基的荷载分配比。
And based on the practical foundation pit project of Shanghai, the method of amending coefficient of distribution graphics of earth pressure is presented.
同时，基于上海软土基坑的工程实践，提出了土压力计算的分布图式修正系数法。
The discussions are made on the distribution of earth pressure, the magnitudes and the points of application of the resultant earth pressures for practical design.
结合工程设计，对挡土墙主动土压力的大小和分布，以及作用点的取值等问题进行了讨论，并提出建议。
The results of field test indicate that the earth pressure of abutment, different from linear distribution of Coulomb's, acts as parabolic type.
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。
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。
The distribution of earth pressure between the combined retaining structure is one of the key questions urgently to be solved.
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。
Research purposes: This paper researches the distribution mode of the earth pressure on a cable anchor tied-back pile-slab wall flexible retaining structure on an embankment's shoulder or slope.
研究目的：本文研究路肩(堤)式预应力锚索桩板墙柔性支挡结构的土压力分布规律。
The indoor model test using organic glass is carried out and the displacement, stress, earth pressure as well as its distribution type are measured to verify the theoretical values.
使用有机玻璃进行室内模型试验，实测了端墙的位移、路面板应力、端墙应力及土压力，验证了理论分析结果，获得了端墙背后土压力的分布形式。 连续配筋混投土路面结构研究。
The distribution of passive earth pressure against retaining wall is nonlinear, and the sliding surface in soil is usually a curve.
挡土墙土压力分布是非线性的，填土滑裂面通常为曲面。
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准确，但是给出的土压力作用点及分布却与实测结果相差较大。
Distribution of earth pressure is an important problem in engineering design.
土压力分布是支挡工程设计的重要问题。
Therefore, it is very necessary to improve traditional theories of earth pressure in order to provide the method determining the application location and distribution of earth pressure reasonably.
因此，非常有必要对经典土压力理论进行一定的改进，给出合理的土压力分布和简单实用的合力作用点确定方法，并研究其对挡土墙和锚杆稳定性的影响。
The distribution of the earth pressure under raft is studied and discussed. In addition, the characteristics of the tension pile under the podium of the tall building is analysed.
还分析了筏底土压力的分布机理 ，探讨了影响桩间土分担荷载作用的因素。
So carrying on in-situ measurements of anchor's stress, the value and distribution of earth pressure will be investigated by analysis on actual data.
对锚杆受力进行原位监测，通过对数据进行研究、分析，可以了解土压力的大小和分布规律，这对于优化深基坑支护结构设计具有重要的实际意义。
Magnitude and distribution of vertical earth pressure on the top of culverts and their changes with soil-filled height;
涵洞侧向土压力的大小、分布及其随填土高度的变化规律；
Theoretical analysis and experimental results from effect anchor earth-retaining wall pressure distribution factor would very complicated.
从理论上分析和从实测结果来看，影响锚杆式挡土墙后土压力的分布因素非常复杂。
Theoretical analysis and experimental results from effect anchor earth-retaining wall pressure distribution factor would very complicated.
从理论上分析和从实测结果来看，影响锚杆式挡土墙后土压力的分布因素非常复杂。
应用推荐