Terbela Dam currently located at Pakistan is one the biggest earth and rock fill dam in the world. In its initial phases of operation, dam faced very critical problems and seepage and sink hole formation was one of it. This paper by Dr. Izhar give indetail idea about the seepage control and its remedial measures.
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This document can be found here but you have to pay money
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Proceedings of the 2009 IAG Symposium, Buenos Aires, Argentina, 31 August 31 - 4 September 2009
Series: International Association of Geodesy Symposia, Vol. 136
These proceedings include the written version of 130 papers presented at the International Association of Geodesy IAG2009 "Geodesy for Planet Earth" Scientific Assembly. It was held 31 August to 4 September 2009 in Buenos Aires, Argentina. The theme "Geodesy for Planet Earth" was selected to follow the International Year of Planet Earth 2007-2009 goals of utilizing the knowledge of the world’s geoscientists to improve society for current and future generations. The International Year started in January 2007 and ran thru 2009 which coincided with the IAG2009 Scientific Assembly, one of the largest and most significant meetings of the Geodesy community held every 4 years.
The IAG2009 Scientific Assembly was organized into eight Sessions. Four of the Sessions of IAG2009 were based on the IAG Structure (i.e. one per Commission) and covered Reference Frames, Gravity Field, Earth Rotation and Geodynamics, and Positioning and Applications. Since IAG2009 was taking place in the great Argentine city of Buenos Aires, a Session was devoted to the Geodesy of Latin America. A Session dedicated to the IAG’s Global Geodetic Observing System (GGOS), the primary observing system focused on the multidisciplinary research being done in Geodesy that contributes to important societal issues such as monitoring global climate change and the environment. A Session on the IAG Services was also part of the Assembly detailing the important role they play in providing geodetic data, products, and analysis to the scientific community. A final Session devoted to the organizations ION, FIG, and ISPRS and their significant work in navigation and earth observation that complements the IAG.
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AutoCAD® Structural Detailing software is a version of AutoCAD® software specifically designed for structural drafting and the creation of steel and concrete reinforcement detailing and fabrication shop drawings. This structural engineering software application supports the Building Information Modelling (BIM) process for engineers, drafters, detailers and fabricators.
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IMPORTANT NOTICE: You may use this software for evaluation purposes only.
If you like it, it is strongly suggested you buy it to support the developers.
By any means you may not use this software to make money or use it for commercial purpose.
Following are classical geotechnical papers including big names of the researchers who had done tremendous work in geotechnical field (e.g POULOS ,LAMBE and LADD)
ladd & lambe (Undrained shear strength of clays)
Ladd (stability evaluation during staged construction)
Ladd (stability of soft clays)
Ladd_(Stress Deformation Charachterstics)
lambe (Stress Paths)
law & holtz (A-parameter with rotation of principal stress)
lee and seed (drained strength of sands)
Leps (shear strength of rockfill)
lovell & johnson (shear behaviour of compacted saturated clays)
Marachi (properties of rockfill material)
Marr, W. A. (State of the art practice-Geotechnical Lab Testing)
OCR vs Ko
Oda & Konishi (rotation of principle stresses)
Parry (Historical perspective of shear strength)
Poulos (liquefaction evluation procedure)
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Following are classical geotechnical papers including big names of the researchers who had done tremendous work in geotechnical field (e.g POULOS ,LAMBE and LADD)
ladd & lambe (Undrained shear strength of clays)
Ladd (stability evaluation during staged construction)
Ladd (stability of soft clays)
Ladd_(Stress Deformation Charachterstics)
lambe (Stress Paths)
law & holtz (A-parameter with rotation of principal stress)
lee and seed (drained strength of sands)
Leps (shear strength of rockfill)
lovell & johnson (shear behaviour of compacted saturated clays)
Marachi (properties of rockfill material)
Marr, W. A. (State of the art practice-Geotechnical Lab Testing)
OCR vs Ko
Oda & Konishi (rotation of principle stresses)
Parry (Historical perspective of shear strength)
Poulos (liquefaction evluation procedure)
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Lectures on the Singularities of the Three-Body Problem
Author: C.L. Siegel | Size: 900 KB | Format:PDF | Quality:Unspecified | Publisher: Tata Institute of Fundamental Research | Year: 1967 | pages: 188 | ISBN: B007F6QXXA
From the table of contents: The differential equations of mechanics; The three-body problem : simple collisions (The n-body problem); The three-body problem: general collision (Stability theory of solutions of differential equations).
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This tract is intended to give an account of the theory of equations according to the ideas of Galois. The conspicuous merit of this method is that it analyzes, so far as exact algebraical processes permit, the set of roots possessed by any given numerical equation.
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