查询词典 consolidation pressure

By using Lee\'s matching law, the excess pore-air pressure, excess pore-water pressure and settlement in the Laplace-transformed domain are obtained for one-dimensional consolidation in unsaturated soils, under the large-area uniform instantaneous loading. A computer program using the method by Crump and Durbin is developed to obtain the semi-analytical solution of the excess pore-air pressure, excess pore-water pressure and settlement under the boundary conditions of the top surface permeable to water and air and the bottom impermeable to water and air.

8采用李氏比拟法，应用Merchant粘弹性模型，得到了Laplace变换域内粘弹性非饱和土地基一维固结时超孔隙水压力，超孔隙气压力以及土层沉降的解；采用Crump及Durbin方法实现Laplace逆变换，获得大面积均布瞬时加荷，在顶面排气排水，底面不排气不排水情况下粘弹性非饱和土地基一维固结时的半解析解。

At the latter consolidation stage, it was assumed that the water flow only depended on water pressure and was not influenced by the air. Then the independent continuity equation of water was set up to solve variation of water pressure with time. Besides, the water and air were regarded as mixed fluid, and the continuity equation of mixed fluid was set up.

在其后的固结过程中，假定水的流出仅仅取决于水压力，不受气的影响，单独建立水的连续性方程，解水压力随时间的变化；又将水和气看成混合的可压缩流体，建立混合流体的连续性，解混合流体压力随时间的变化。

There are many methods of foundation consolidation for civil engineering, such as soil exchange method, prepress method, dynamic consolidation method, vibrancy rushing method, soil and podsol dense pile method, sand pile, cement-coal-powder and gravel pile method, deep mixing method, high-pressure eject masonry, etc.

目前国内外地基处理的方法很多，主要的地基处理方法包括：换填法、预压法、强夯法、振冲法、土和灰土挤密桩法、砂桩法、水泥粉煤灰碎石桩法、深层搅拌法以及高压喷射注浆法等。

A series of measures, such s uniformly arranging grouting holes for consolidation grouting, monitoring stresses of anchor rods, increasing grouting pressure in stages, automatically warning against the upraising of toe slabs, were taken to make the maximum grouting pressure of first section increase to 1.0 MPa and the factor of safety against seepage of shallow curtain bodies exceed 1.90, building a safe and reliable seepage control system for the soft foundation under concrete face rockfill dam's toe slabs.

通过采用均布固结、锚杆应力监测、分级升压、抬动自动报警等一系列措施，使趾板基础帷幕第1段最大灌浆压力达到1.0MPa，浅部幕体抗渗安全系数超过1.90，建构起安全、可靠的面板坝趾板软岩基础防渗体系。

A simplified consolidation theory for unsaturated soils was proposed based on an assumption that pore air pressure equaled to the atmosphere pressure.

基于孔隙气压力等于大气压力的假定，建议了针对非饱和土的简化固结理论。

And through the principle of effective stress constitutive model; pore water pressure, pore air pressure; and pore water and consolidation of the environment; three-part analysis and discussion that the principle of effective stress based on modern soil mechanics, faced with a large theoretical and practical test.

并通过对有效应力原理的本构模型；孔隙水压、孔隙气压；和孔隙水与固结环境；三个部分的分析、讨论，认为以有效应力原理为基础的现代土力学，面临具大的理论和实践的考验。

The solutions give not only pore water pressure, pore air pressure and vertical displacement of subsoil, but also initial settlement and consolidation settlement.

从控制方程同时解出了竖向位移、孔隙水压力和孔隙气压力；不仅给出了固结沉降，还给出了瞬时沉降；定义了能综合反映地基特性的固结系数和固结度。

The variation process of pore air pressure and pore water pressure of samples at several states, such as primitive consolidation, as well as collapse state, are tested, respectively.

通过用改装的应力-应变控制式三轴仪，对等应力比条件下的非饱和原状黄土进行了&分级浸水&，同时测试了试样在初始、加压固结和浸水湿陷几个状态下孔隙气压力和孔隙水压力的变化过程。

Taking operational process into hydraulic pressure cake filtration phase and hydraulic pressure consolidation phase on the frame or chamber filter press with fixed volume are studied on this paper.

将滤室固定不变的板框或箱式压滤机的操作过程分成滤饼过滤阶段和液力压密脱水阶段两个过程来研究。

The theory and methods of calculating the later earth pressure on deep pit was based on classical earth pressure theory, and as a result, the deformation process of enclosure wall, the influence of water seepage effects and the over-consolidation of soil were ignored.

建立在古典土压力理论基础上的深基坑侧土压力计算理论和方法，没有考虑围护墙的变形过程，普遍忽视了水的渗流效应及坑底土的超固结影响。

The split between the two groups can hardly be papered over.

这两个团体间的分歧难以掩饰。

This approach not only encourages a greater number of responses, but minimizes the likelihood of stale groupthink.

这种做法不仅鼓励了更多的反应，而且减少跟风的可能性。