Slide-resistant Pile Design And Landslide Government Finite Element Analysis

Landslide being that pointing to phenomenon doing an entirety face to face , sliding slow , blank downward under the effect along certain weak in gravity or other natural factor composing the slope rock soil body, is one kind of pretty common natural calamities. Be broad since the region appears on the person , have comparatively big threat on human being and endanger, become important one problem therefore to the research going steadily downhill. That the system to landslide disaster studies and administers our country is that the fifties is originally having complied with a century , landslide prevention and cure research development having got very big accomplishment , having resisted among them smoothly to block structure in every aspect is especially prompt.Resist slippery pole compose the thing is broad for one kind resists smoothly to block structure apply to go steadily downhill governing middle, but at present multianalysis resisting smoothly to design that theory is not very mature , many assume that soil interacts having avoided a pole to varying degrees. If the foundation modulus follows the effect soil is experienced and observed to the pole waiting for the complicated factor to become the simple foundation modulus effect by the fact that Winkler assumes simplification go ahead in the pole. Therefore these design theory fail to resolve the pole-soil coactions Mechanics mechanism problem completely essentially. At present finite element method analysis analyses very few to adopt displacement, strain , stability resisting after the slippery pole governs. The main body of a book main study resist smooth pole go steadily downhill application in governing and design procedures, introduce that resist smooth pole history and develop condition and thorough investigation and discussion resist smooth pole effect mechanism, secretly scheme against parameter choice, design theory and pole sigmatism condition and so on. A universal law has carried out several aspect research summing up and carrying out the following on the view designing that the item should pay attention to in having problem and designing that in method has brought forward a few and the project example governing be away from two ore of willow charred coal Corp. Xin Min City Nan Shan go steadily downhill combining with Shanxi adopting at present on a few:1,Comment that resist development of slippery pole and the current situation applying and their at present routine reckoning2,The landslide having analysed landslide mechanism and having affected stable side slope major factor , comparative analysis governs excellent method shortcoming.3,Resist the slippery pole designing that the link carries out an optimization one by one. 4,Resist the slippery pole carrying out finite element method analysis . 5,The union project example, applies theory to actual middle of project.