Automated Stability Analysis of Slopes Stabilized with Piles  

Oleh:

E.C. Shin ; C.R. Patra ; Rout, A.K.

Jenis: Article from Journal - ilmiah internasional
Dalam koleksi: KSCE Journal of Civil Engineering vol. 10 no. 5 (2006), page 333-338.
Topik: optimization; piles; friction cfrcle; stability anal vsis; reinforced slopes; FE %Ianalys is

Ketersediaan

Perpustakaan Pusat (Semanggi) Nomor Panggil: KK25.1 Non-tandon: 1 (dapat dipinjam: 0) Tandon: tidak ada

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Isi artikel

This paper pertains to the application of optimization technique in the stability analysis of creeping slopes reinforced with passive piles A method of stability analysis of the pile-reinforced slopes has been derived by extending the friction circle method of slope analysis in conjunction with the pile stability analysis proposed by Ito and Matsui. The problem has been cast into a ‘programming. The solutions have been isolated by formulating the problem as one of non-linear programming. The ry of the developed method has been verified by comparing the predicted failure surfaces with those results, reported in

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