通过等时曲线簇确定该滑带土的长期强度.

The long term strength has gotten from the isochronal curves.

为了研究黄土坡滑坡滑带土的蠕变特性和长期强度,进行了室内流变试验.

The test results validated that the slip band soil possesses obvious creep characteristic.

研究目的：评估滑带土残余强度，为滑坡稳定性研究和滑坡防治工程设计提供可靠的强度参数。

Research purposes : This paper estimates the residual strength of slip soil to provide liable strength parameters for landslide stability research and control design.

介绍了合理拟定滑动面以及确定滑带土残余抗剪强度的方法,闸述了利用抗滑桩治理滑坡的设计方案.

At the same time , the design scheme of landslide treatment is also analyzed.

在滑坡地质灾害勘察过程中，如何准确地辨识滑带土的特征和确定滑动面的具体位置，是让大多数工程技术人员都感到头痛的问题。

How to determine the properties of soil sliding zone and the location of sliding plane accurately in the course of landslides investigation is a difficult problem.