نتایج جستجو برای: geotechnical map

تعداد نتایج: 198638  

2004
J. David Rogers Ronaldo Luna

Over the last four decades Geographical Information Systems (GIS) have emerged as the predominant medium for graphic representation of geospatial data, including geotechnical, geologic and hydrologic information routinely used by geotechnical and geoenvironmental engineers. GIS allow unlimited forms of spatial data to be co-mingled, weighted and sorted with any number of physical or environment...

2008
F. H. Lee

This paper deals with the usefulness and feasibility of three-dimensional (3D) finite element analysis in geotechnical engineering practice. The usefulness of 3D analysis is illustrated through two examples. The feasibility of such analyses is then considered by reviewing some recent numerical developments, which allow large-scale analyses to be conducted using relatively modest computational m...

2008
S. W. Sloan K. Krabbenhøft A. V. Lyamin

The paper describes some recent developments in the application of lower bound shakedown analysis to geotechnical problems. The theoretical basis of shakedown analysis is briefly reviewed along with the necessary finite element and optimization procedures. In terms of applications, the primary focus is on pavement design which is discussed in some detail.

2012
Jung-Tai Lee Hsun-Chuan Chan Chin-Kun Huang Jan-Mou Leu

1 Sinotech Engineering Consultants, LTD. Geotechnical Engineering Department, 12F, 171, Nanking E. Rd. Sec.5, Taipei 10570, Taiwan, Republic of China. 2 Department of Soil and Water Conservation, National Chung Hsing University, 250 Kuo Kuang Rd., Taichung 402, Taiwan, Republic of China. 3 Department of Hydraulic and Ocean Engineering, National Cheng Kung University, Tainan 70101, Taiwan, Repub...

2013
Sauro Pierucci Jiří J. Klemeš Giovanni Lanzano Ernesto Salzano Filippo Santucci de Magistris Giovanni Fabbrocino

Vulnerability of Pipelines Subjected to Permanent Deformation Due to Geotechnical Co-seismic Effects Giovanni Lanzano, Ernesto Salzano, Filippo Santucci de Magistris, Giovanni Fabbrocino University of Molise, Di.B.T. Department, StreGa Laboratory, Via Duca degli Abruzzi s.n.c.,Termoli (CB), Italy Istituto di Ricerca sulla Combustione, Consiglio Nazionale delle Richerche, Via Diocleziano 328, Na...

2013
Zengfeng Zhao Sébastien Remond Weiya Xu Denis Damidot

Influence of hardened cement paste content on the water absorption of fine recycled concrete aggregates Zengfeng Zhao a b , Sébastien Remond a b , Denis Damidot a b & Weiya Xu c a Université Lille Nord de France , Lille , France b Civil and Environmental Engineering Department , Mines Douai, LGCgE GCE , Douai , France c Geotechnical Research Institute , Hohai University , Nanjing , China Publis...

2006
M. A. Sharifi L. Boerboom K. B. Shamsudin

a International Institute for Geo-Information Sciences and Earth Observation, ITC, The Netherlands [email protected] b Geotechnical Spatial Analysis Research and Development, Federal Department of Town and Country Planning, Kuala Lumpur c Mr. Loga Veeramuthu undertook this work while employed with Transport Schemes and Systems Sdn Bhd in Malaysia. He is currently an employee of VicRoads in Melb...

2008
R. Supper A. Römer B. Jochum

After a large landslide event in Sibratsgfäll/Austria several exploration methods were evaluated on their applicability to investigate and monitor landslide areas. The resulting optimised strategy consists of the combined application of airborne electromagnetics, ground geoelectrical measurements and geoelectrical monitoring combined with hydrological and geological mapping and geotechnical mod...

Dynamic cone penetration (DCP) test is used more in pavement design and construction, and less for subsurface geotechnical investigation and clay core dam. In the present article, evaluating geotechnical parameters of Sanandaj’s clay in the western region of Iran using the DCP test was taken into account. Accordingly, 6 trial pits with maximum depths of 15 m were excavated manually in various s...

2015
Grigorios G. Anagnostopoulos Simone Fatichi Paolo Burlando

Extreme rainfall events are the major driver of shallow landslide occurrences in mountainous and steep terrain regions around the world. Subsurface hydrology has a dominant role on the initiation of rainfall-induced shallow landslides, since changes in the soil water content affect significantly the soil shear strength. Rainfall infiltration produces an increase of soil water potential, which i...

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