Experimentation Study On Pile-Supported Embankments By Total And Partially Penetrated Soft Clay

As a new technique of foundation treatment at domestic and international, pile-supported embankments provide an economic and effective solution. constructed on soft soils because of its little differential settlements and lateral deformation, rapid construction and cheap fabrication cost. It has been used wider and wider, especially when rapid construction and/or strict deformation of the structure are required. At present our country has no design code and its design depends mainly on experience due to the complexity of the problem itself, which restricts its generalization and application.The paper studies the foundation of the result in the other scholar theories up, emphasize to the Tai Jin superhighway,Sheng Su Zhe Wang superhighway etc. stake the accept type embankment experiments to carry on an analytical research on the scene, announcing to public to break through a soft layer and doing not break through the soft soil layer stake the soil arch effect.stake body of the accept type embankment negative the friction distribute and sink to decline regulation etc.First, introduction with elaborated a stake the accept type embankment whole analysis model combine as to it's carry on solve, the usage MATHEMATICA mathematics software drew up procedure to acquire its number a solution, apply in actual engineering analysis;Analyzed the Tai Jin superhighway soft soil to break through immediately after under circumstance, stake the accept type embankment's measuring a soil actually should the dint share,sink to decline etc. regulation, make use of the stake accept type embankment whole analysis the model is more analytical various calculation analysis the difference of method;Then analyzed Sheng Su Zhe Wang superhighway soft soil and break through again under circumstance, stake the accept type embankment's measuring a soil actually should the dint share,sink to decline etc. regulation, usage originally the text model is more analytical various calculation analysis the difference of method.End, when the contrast studied soft soil to break through and broke through, stake the accept type embankment soil arch effect,stake soil sink to decline,stake the soil lotus carry to share a ratio etc. regulation, verify whole analysis model of credibility.