试验研究了石灰稳定土在交通荷载、湿循环等因素作用下的稳定性。
Based on laboratory tests, the stability of lime stabilized soil under environmental effects such as dry and wet cycle is discussed.
抗疏力固化土能够大大减少土壤的膨胀现象，效果明显优于石灰稳定土。
The CONSOLID solidified soil can significantly reduce the expansion of the phenomenon of soil, significantly better than the lime stabilized soil.
文章针对石灰稳定土的特性，提出了使石灰稳定土基层达到较高强度的措施。
This paper provides measures to make lime stabilized foundation reach a higher intensity according to characteristics of lime stabilized soil.
为了确保工程质量，工程建设中应当严格控制好弱膨胀土石灰稳定土的填筑含水率。
For better quantities of road bases, such stabilized soils should be compacted at appropriate water contents.
研究表明，在连续级配碎石、砂砾、石灰稳定土、石屑几种回填材料中以自然级配砂砾石为最佳台背回填材料。
According to the research, the natural graded gravel is the best backfill material of graded crushed stone, grit, lime stabilized soil and rock chips.
本文介绍用生石灰粉或水泥与软粘土就地搅拌在地基内形成土柱以稳定沟槽，深开挖以及边坡的设计与施工方法。
In this paper the method of design and construction of lime and cement columns for the stabilization of trench, deep excavations and slopes is introduced.
依据土的上述特性，分析了道路病害、单纯石灰稳定、石灰与粉煤灰等综合稳定的问题。
The problems of road diseases, lime stabilization and lime-flyash stabilization in terms of the foregoing properties of soils are analysed.
全面研究了不同的硫酸钠掺量、混合料组成、养生温度以及闷料时间等条件下的石灰类稳定土的强度和体积变化规律。
Strength and volume change laws of lime-stabilized soils under the conditions of various sodium sulphate contents, mixture ratios, curing temperatures and curing times were studied in this paper.
AFS稳定土和石灰土相比，早期强度有了较大提高，并具有较好的抗裂性。
Soil stabilized with AFS has higher early lime soils strength and better anti cracking characteristics than lime soil.
提出了用石灰稳定碎砖土(LSBBS)修筑路基的方法，包括室内外试验结果及其分析。
This paper introduces a method to construct subgrade with lime stabilized broken brick soil (LSBBS), and the results from laboratory and site tests are discussed.
提出了用石灰稳定碎砖土 （LSBBS）修筑路基的方法 ，包括室内外试验结果及其分析 。
This paper introduces a method to construct subgrade with lime stabilized broken brick soil(LSBBS), and the results from laboratory and site tests are discussed.
由于土的成分区域差异性，对于特定区域土的石灰、二灰稳定的合理配比，必须通过实验来确定。
Because of the soil's ingredient region difference, the reasonable mix of lime soil. Lime-ash soil stabilized in special region must be determined through the test.
由于土的成分区域差异性，对于特定区域土的石灰、二灰稳定的合理配比，必须通过实验来确定。
Because of the soil's ingredient region difference, the reasonable mix of lime soil. Lime-ash soil stabilized in special region must be determined through the test.
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