稳态变形获得的稳态强度和稳态线是用来评价饱和无粘性土体稳定性的一种重要指标。
The steady state strength and the steady state line which are obtained by steady state deformation are the important parameters for estimating the stability of saturated cohesiveless soils.
该方法能结合土体的应力分析结果进行土体稳定性分析，可用于分析地基承载力和边坡稳定等土体稳定性问题。
The stability of whole soil can be analysed by the whole soil stress analysed results. The method can be used also to analyse the soil stability problem of ground bearing capacity and slope stability.
研究了水、预应力锚杆（索）、水泥土搅拌桩以及超前微桩对复合土钉支护时土体稳定性的影响作用并给出了相应的计算公式。
Then, the influence functions of water, prestressed anchor and cement-soil retaining wall and front small-piles in the compound soil nailing system were studied. The corresponding formulas were given.
根据模拟分析结果对隧道周边土体的稳定性和支护参数做出综合评判，为隧道施工提供科学依据。
A comprehensive assessment of the stability of surrounding soil and supporting parameter was made according to the result of analysis, providing a scientific basis for tunnel construction.
这将有助于土体在强度理论、变形和稳定分析等方面的深入研究。
The discovery would be helpful to a thorough study on the strength theory, deformation and stability analysis in soils.
采用传统的极限平衡方法来分析边坡的稳定，没有考虑土体本身的应力—应变关系，其工作状态是虚拟的。
Analyzing the stability of the side slope through classical ultimate balance method, the working state is fictitious without considering the stress-strain relation of the soil mass.
分析了非饱和土体抗剪强度参数的计算方法，得出非饱和土抗剪强度公式的实用形式，并推导了抗滑稳定安全系数的计算公式。
Deducing the calculation method of shear strength of unsaturated soil, the applied equation is searched, from which the formula of safety factor of embankment's stability is derived.
文章介绍了深基坑采用喷锚对边坡土体进行支护的设计与施工技术，保证边坡的稳定。
The article introduces the design and construction technology of side slope soil supporting of a deep foundation pit by gunning anchorage method, so as to ensure stability of the slope.
使用矿业工程中广为应用的随机介质理论和方法，计算深基坑开挖引起的地表及土体变形，并据此探讨深基坑边坡的稳定性。
In this paper the theory of stochastic medium widely used in mining industry is introduced into the calculation of surface and soil mass movements and deformation due to foundation pit excavation.
介绍了采用10%水泥碎石稳定集料挤密桩加固已施工结束的台背回填土体的挤密原理、设计方案、施工要求及质量控制。
The compaction principle, design scheme, construction demand and quality control of bridge abutment backfill reinforcement using compaction piles that are stabilized with10%cement are introduced.
根据极限平衡条件推导出新的方法，可用以判定地基未塌陷土体的整体稳定性。
With the method deduced by the limit equilibrium condition, the foundation stability can be determined.
根据某算例，采用极限平衡分析方法，讨论了土体的初始体积含水率、降雨的强度、降雨时间对边坡稳定性的影响程度。
The paper according to a calculating example to use limiting equilibrium analysis discussed soil mass original bulk water content rainfall intensity rainfall time impact extent to slope stability.
高填方路基问题所要回答的两大基本问题仍然是土体的变形和稳定。
The deformation and stability of soils are still the two basic questions that the high fill subgrade confronts with.
通过计算，对其计算结果进行了比较，总结了两种评价方法对土体边坡稳定性分析的影响。
The computed results based on the two methods are compared, and the influence of each method on soil slope stability analysis is obtained.
时空效应规律运用，能合理控制土体的自身稳定，既经济又安全。
While the program employing the law of the spatial and temporal effects can reasonably control the body's own soil stability, which is both economical and safe.
土体与支挡结构的变形与稳定是岩土工程界关注的一个重要问题。
Deformation and stability due to the interaction between soil and retaining structures are the primary problems in geotechnical engineering.
这些进展主要包括海底斜坡土体不稳定性的定性和定量研究、海底斜坡土体失稳后演变趋势的定性和定量研究。
These advances include the researches on the submarine slope stability in qualitative and quantitative way, and the subsequent evolution of submarine landslides following initial sediment failure.
冻土的回弹动弹模，在土体应变过程中为非定值，应变大于1%之后趋于稳定，并随测定时的应变速率加大而变大。
In the process of deformation of frozen soil, the unloaded dynamic elastic modulus is not constant, and tends basically to steady after the strain is more than 1%.
通过对边坡开挖之前的自然边坡的稳定性分析，降雨入渗可以使边坡土体的安全系数急剧降低而蒸发则可以使边坡土体的安全系数缓慢升高。
Slope stability analysis of the natural slope showed that heavy rainfall infiltration could decrease the factor of safety dramatically while evaporation could increase the factor of safety slowly.
当降雨强度小于土体的饱和渗透系数时，表层土体达不到饱和状态，最终的稳定入渗只能达到一个非饱和入渗状态。
If the infiltration intensity is less then the saturated permeability coefficient, the surface soil finally reaches to an unsaturated infiltration stage instead of saturated infiltration stage.
论述了位于非稳定高边坡坡肩的某大型工厂地基的大变形历史及其土体加固措施。
The deformation process of a key factory on an unstable crest of cut slope and the related ground strengthening measures are taken for the deformed foundation are described.
本文阐述了高性能混凝土体积稳定性的各种类型及其各自影响因素，介绍了目前国内外在这方面的研究进展和方法。
Types and factors of high performance concrete volume stability has been outlined and how well this research get on in the world has been introduced.
并以桩土应力比为纽带分析桩与桩间土体中应力应变的关系，确定桩体复合地基的竖向变形协调方程，介绍了复合地基的变形与稳定性分析方法。
Analyzed the stress-strain relation of pile and soil by the stress ratio, deduced the vertical deformation and harmony equation, introduced the analysis means of deformation and stabilization.
本文在非稳定流基础上推导出降水引起基坑周边土体的沉降计算公式。
In this paper, based on the unsteady flow around foundation derived precipitation caused soil settlement formula.
依据各项研究分析结果评价了罗湖建成区断裂带岩土体的稳定性，并按其稳定程度对罗湖地区进行了区域划分。
Luohu Jiancheng district is compartmentalized based on evaluations of the stability of rock fault zones in it with the analysis results.
坡面施加格子梁结构可调动坡面更大范围岩土体发挥自承能力，分担锚索承担的部分荷载，改善边坡的稳定性。
Sash Girder structures placed on slope face can induce self bearing capacity of soil, share partial load carried by anchor group and improve slope stability.
我们改进后采用分体式剪切盒进行原位土体试验，使剪切面上的应力分布均匀，保证剪力通过剪切缝中心，同时在试验过程中法向及剪向加载时试体稳定性得到了很好的改善。
So a split-type shear box is adopted to conduct the in-situ shear test in order to make the stress on the shear plane uniform and ensure the shear stress to running through the center o.
本文提出土体非稳定渗流数学模型和新计算方法，用以计算土坝饱和-非饱和区的渗流。
In this paper, a new computational method with a mathematical model of transient flow in soil masses is proposed for solving the problem of saturated-unsaturated flow in earth DAMS.
本文提出土体非稳定渗流数学模型和新计算方法，用以计算土坝饱和-非饱和区的渗流。
In this paper, a new computational method with a mathematical model of transient flow in soil masses is proposed for solving the problem of saturated-unsaturated flow in earth DAMS.
应用推荐