《路基工程》第六期(抗滑桩模型试验第一阶段报告)介绍了滑体为松散介质时抗滑桩模型试验及其成果。事实上,除了岩石顺层滑坡以外,极大多数的滑体为粘土、砂粘土、粘砂土或者以它们为充填物的堆积物和坡积物所组成。为了进一步研究各种不同滑坡抗滑桩滑体抗力的分布情况。本阶段试验的滑体材料选用砂粘土。 The sixth phase of the “Subgrade Project” (the first phase report of anti-sliding pile model test) introduced the model test and results of anti-sliding piles when the sliding body was loose media. In fact, with the exception of rock formation landslides, the vast majority of landslides consist of clay, sand clay, clayey sand, or deposits and deposits that are filled with them. In order to further study the distribution of sliding body resistance of various landslide anti-slide piles. The sand material tested in this stage was sand clay.