在软基上填筑路堤或进行堆载预压时主要关心的是稳定问题和固结沉降问题。
The two main concerns in preloading on soft foundation are stability analysis, consolidation analysis, and settlement calculation.
坝体堆载的大小与速率影响地基土的固结速度、沉降变形、承载力、工期长短以及堤坝的稳定安全性。
The magnitude and velocity of the loading have a strong effect on the consolidation velocity, settlement, bearing capacity of ground, construction period and the stability of dam slope.
讨论了粘性土在不同固结状态下的强度指标变化规律，阐述了土的强度指标对滑坡稳定性的影响，以及雨水对滑坡崩塌滑动的诱发作用。
The influence of the soil shearing strength index on slope stability is recommended, and the inducing factor of rainfall on formation cracking and slip failure in the surface of slope is presented.
通过常规方法计算方法，研究软土路基的沉降量、平均固结度及稳定性。
The normal calculation studies the stability, settlement and average degree of consolidation of the soft foundation.
本文利用大量室内外试验对海滩区淤泥路基的固结变形特性和稳定性进行系统研究。
In our research abundant indoor and outdoor tests were used to thoroughly study the consolidation deformation properties and stability of the seaside silt roadbed.
通过常规计算方法，进行稳定验算、沉降和固结度计算。
The normal calculation studies stability, settlement and average degree of consolidation of the soft foundation.
分析结果表明，这一复合式加固方法是非常有效的，加固结构体和边坡都表现出了较好的稳定性。
The numerical analysis results show that the multi-reinforcement was a very effective measure of anti-sliding for this kind of unstable rock mass slope.
通过该方法，可以得到粒子之间相互不凝聚、固结，且品质稳定的金刚烷。
By this method, adamantane whose particles do not agglomerate together or cake and having stable quality can be obtained.
分析发现，铸嘴尺寸和结构不合理，前箱液面高度不稳定，带坯上下板面凝固结晶差异等是形成带坯上表面夹渣的主要原因。
The main factors of slag is related to size and irrational structure of nozzle, unstable liquid height of tundish and crystalline differences between surfaces of cast-rolling strip.
对试样的相对压实度、初始含水量、应变速率、固结比、试样的重塑、排水条件因素等对稳定状态的影响进行了试验研究 。
The effect of relative compaction, initial moisture content of specimens, strain rate, consolidation ratio and reconstitution of specimens and drainage condition are investigated.
并介绍在天然强度下软基的稳定计算方法，及对极软弱地基采用排水固结法加固以提高堤基的承载力。
The dike stability computation in natural strength of soft soil, the effect of increasing dike stability by berm and the experiment about stabilization of dike foundation by using sand drains m…
并介绍在天然强度下软基的稳定计算方法，及对极软弱地基采用排水固结法加固以提高堤基的承载力。
The dike stability computation in natural strength of soft soil, the effect of increasing dike stability by berm and the experiment about stabilization of dike foundation by using sand drains m…
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