Geotechnical Problems and Performance Studies - Chilla Power Scheme, Hardwar

Thin plastic clay seams existing in the upper Shivalik formations caused hazardous geotechnical problems during the construction of 144 MW capacity Chilla Power House Scheme, Hardwar, India by initiating several land slides. In addition, serious seepage problems occurred with the commissioning of the scheme. The paper describes in detail, the events of slides & seepage problems faced and the remedial measures adopted to counteract them. The data observed on the instruments installed to keep a vigil on the performance of the structure has also been analysed and discussed

Weekly notes of cases decided by the High Court, N.-w. p.

(L.C. copy) 1895 imperfect: t.p. wanting.1893-94 include "selected decisions of the Board of Revenue N.-w. p. and Oudh."1881-82 were published 1891; 1885, 1886, 1898, 1900 and 1902, numbered v. 5, 6, 18, 20, and 22, respectively, have imprint: [Allahabad] Reprinted by the Allahabad law journal, 1903-19 [v. 22, '03]; 1905 is a reprint dated 1911.Printer varies.Editors: 1881-83, 1885-86, G.T. Spankie, Babu Dwarka Nath Banerji. - 1884, 1887-88, 1891, G.T. Spankie, A. Strachey. - 1889, A. Strachey. - 1890, 1892, A. Strachey, W.K. Porter. - 1893-1908, W.K. Porter.Mode of access: Internet