This thesis focused on the warping soil consolidation mechanism under osmotic pressure as to blanket cracks disposal in earth dam.
针对土坝粘土铺盖裂缝的淤填处理问题，对淤填粘土在渗压作用下的固结机理进行了研究。
The complete high pressure consolidation grouting was carried out in dam section of riverbed of Tongjiezi project under, complicated geological conditions.
铜街子水电站在复杂的地质条件下，对河床坝段进行了全面高压固结灌浆。
The numerical calculation result of the consolidation process of warping clay in the blanket crack of a small dam is verified by model test and engineering practice.
对某水库土坝水平铺盖裂缝处淤填黏土固结过程的数值计算结果通过室内模型试验得到了验证。
The data from a large - scale consolidation test are important for the stress and strain analysis of a dam foundation.
大型固结试验所获得的参数，是坝基应力应变分析的重要数据，而此项试验研究工作，在东北地区尚未广泛开展。
To ensure the dam safety, making comprehensive dealing with the dam foundation, that included anchoring, consolidation grouting and placing anchorage cable in consolidation grouting holes.
为确保大坝安全，对地基进行了打锚、固结灌浆以及在固结灌浆孔内设置锚索等综合处理。
One of the critical factors concerning dam construction on the water-saturation soft soil foundation is the seepage consolidation process.
饱水软基上筑坝，渗透固结过程是关键因素之一。
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.
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 research results provides important basis for the design of side slope of swelling clay embankment dam and the consolidation and treatment of swelling clay foundation.
研究结果为膨胀粘土堤坝边坡设计以及膨胀粘土地基加固、处理提供了重要的依据。
The drilling rig is mainly used in soil and rock anchoring, consolidation of road base, dam base and retaining wall, and blasting hole drilling and jet-grouting.
该钻机主要用于土、岩锚杆、路基、坝基、挡土墙加固、爆破孔等钻孔工程以及高压旋喷孔的施工。
In this paper, the authors took the dam of Shifusi Reservoir in Liaohe River as an example, discussed the dynamic consolidation test, construction technology, test and measure means and metho...
本文以辽河石佛寺水库拦河主坝为研究实例，论述了基于无粘性土坝基强夯施工的强夯试验、施工工艺及检测手段和方法。
The consolidation deformation can be calculated by new method. The superiority of new method is confirmed by model parameters test and stress-strain calculation for Shuangjiangkou dam.
通过双江口堆石坝掺砾黏土心墙试验与计算，并与现有的总应力法计算结果比较，验证该总应力法算法的可行性。
The consolidation deformation can be calculated by new method. The superiority of new method is confirmed by model parameters test and stress-strain calculation for Shuangjiangkou dam.
通过双江口堆石坝掺砾黏土心墙试验与计算，并与现有的总应力法计算结果比较，验证该总应力法算法的可行性。
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