低强度桩复合地基处理桥头软基试验研究

Research on Test of Low Intensity Pile in Disposing of Soft Ground at end of Bridge

试验表明,低强度桩处理桥头软土地基可以达到其他方法的处理效果,同时由于低强度桩具有一些其他方法不可比拟的优点,因此在控制桥头软土地基沉降方面具有一定的优越性。

As test shown, the same effect can be gotten to use low intensity pile as using other methods in disposing soft ground. Moreover, because of many advantage, low intensity piles has many superiority in control of soft ground sedimentation at end of bridge than other methods.