this paper describes the results of a study which was primarily directed to the determination of geotechnical properties of fine and coarse grain soils stabilized by lime obtained from taleghan, northwest of tehran to assess its suitability as construction material. soils were treated with lime mixtures in various portions between 3 to 9 percents by weight. the samples were cured for different ...

Results of laboratory tests on specimens produced from subsoil studies were evaluated tocharacterize geotechnical properties of Tabriz Marl. It was concluded that, Tabriz Marl may be considered as a high liquid limit silt or clay (MH & CH). Range of changes of index, physical and mechanical properties of the Tabriz Marl are comparatively vast. Correlation between these properties has been intro...

The present paper discusses the analysis of solution of groundwater flow in inclined porous media. The problem related to groundwater flow in inclined aquifers is usually common in geotechnical and hydrogeology engineering activities. The governing partial differential equation of one-dimensional groundwater recharge problem has been formed by Dupuit's assumption. Three cases have been discusse...

BGR, Bundesanstalt für Geowissenschaften und Rohstoffe, Stilleweg 2, D-30655 Hannover, Germany Ernst-Moritz-Arndt Universität Greifswald, Institute for Geography and Geology, Friedrich-Ludwig-Jahn-Str. 17a, D-17487 Greifswald, Germany Leibniz Institute for Applied Geophysics (LIAG), Stilleweg 2, 30655 Hannover, Germany ETH Zurich, Institute for Geotechnical Engineering, 8093 Zurich, Switzerland...

M. MOMENI A. SHAFIEE, M. HEIDARI, M. K. JAFARI AND M. R. MAHDAVIFAR Dept. of Civil Engineering, Science and Research Branch, Islamic Azad University, Tehran, I. R. of Iran Email: [email protected] Geotechnical Engineering Research Center, International Institute of Earthquake Engineering and Seismology, No. 26, W. Arghavan St., N. Dibaji St., Tehran, I. R. of Iran Geology Dept., Facu...

The principal objective of this work has been to develop a set of mechanical, remote-sensing tools that will permit the determination of the main geotechnical variables that control mine burial in the bottom. These variables include the shear strength of both soft, fine-grained sediments and coarser, dilative granular sediments. A further objective is to better understand the response of typica...