1、

Basic properties of expansive soil and technical conditions used in Railway Subgrade Engineering

膨胀土的基本特性及铁路路基工程应用技术条件

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3、

Compaction Test and Parameter Analysis of Expansive Soil

膨胀土击实试验及参数分析

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4、

Simple Talking about Detection Time for Control Indexes for Improvement of Expansive Soil with Lime

浅议石灰改良膨胀土控制指标的检测时间

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6、

Research conclusions: It is feasible to use lime as ameliorant of expansive soil.

研究结论:用石灰作为膨胀土的改良剂是可行的;

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7、

Expansive soil character later test verification on freeway embankment treatment

高速公路膨胀土路堤处治后期土体性状试验验证

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8、

Aim To analyze landslip characteristic and its genesis of expansive soil, discuss the slip model and forming mechanism.

目的分析膨胀土滑坡特征及成因,探讨膨胀土滑坡的滑动模式及滑坡发生的机理。

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9、

Study and application of method for determining slip plane of expansive soil slope

膨胀土滑坡滑动面的确定方法研究与应用

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10、
11、

Stability Evaluation of Slope of Expansive Soil and Design of Buildings on Slope

膨胀土斜坡稳定性评价与临坡建筑设计

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12、

Study on Stability of Veneer Cover Soil of Variational Thickness on the Slope of Expansive Soil Subgrade

膨胀土路基边坡变厚式封面层稳定性实验研究

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13、

Use of veneer cover soil on the slope of expansive soil subgrade is a method to prevent early failure of expansive soil subgrade.

膨胀土路堤边坡封面是一种保证其正常使用的工程措施。

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15、

Research on Cutting Slope Protection of Expansive Soil for Meng-Xin Expressway in Yunnan Province

云南蒙新高速公路膨胀土路堑边坡防护研究

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16、

Replacement of expansive soil slope influenced by the rainfall can be seen through the software simulation, slope stability factor is relatively high, which can also explain the replacement is also an important measure to prevent slope failure.

经过软件的模拟可以看出膨胀土边坡换填后经降雨影响,边坡的稳定系数比较高,这也能说明换填也是防止边坡失稳的重要措施。

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18、

Expansive soil is a special kind of clay that coming into being in the physical geological process, and has prominent dilatability when sopping up.

膨胀土是在自然地质过程中形成的具有显著吸水膨胀性的一种特殊粘性土。

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19、

Factors Influencing the Slaking of Expansive Soil ( Rock) and Methods to Reduce Slaking

膨胀土(岩)湿化性的影响因素及降低湿化性的途径和方法

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20、

Applying the presented method to an expansive soil slope with a gradient of1:4, it is demonstrated that the expansive deformation brings obvious decrease to the safety factor of the slope.

对一个坡度为1:4的膨胀土边坡的稳定计算结果表明,膨胀变形会使边坡的安全系数显著减小。

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