abo_giftabo_onlineabo_printabo_studentabo_testangle_leftangle_rightangle_right_filledarrow_big_downarrow_big_down_filledarrow_big_leftarrow_big_left_filledarrow_big_rightarrow_big_right_filledarrow_big_uparrow_big_up_filledarrow_dropdown_downarrow_dropdown_uparrow_small_leftarrow_small_left_filledarrow_small_rightarrow_small_right_filledarrow_stage_leftarrow_stage_left_filledarrow_stage_rightarrow_stage_right_filledcaret_downcaret_upcloseclose_thinclose_thin_filledcontactdownload_thickdownload_thick_filleddownload_thindownload_thin_filledebookeditelement_headlineelement_labelelement_relatedcontentlockmailminuspagepage_filledpagespages_filledphoneplusprintprint_filledquotationmarks_leftquotationmarks_rightsearchsendshareshare_filledshoppingcart_bigshoppingcart_big_filledshoppingcart_headershoppingcart_smallshoppingcart_small_filledsocial_facebooksocial_linkedinsocial_pinterest social_xsocial_xingsocial_youtubesocial_twitteruser_biguser_small
Recommendations for Design and Analysis of Earth Structures using Geosynthetic Reinforcements - EBGEO

Deutsche Gesellschaft für Geotechnik e.V. (ed.)

Recommendations for Design and Analysis of Earth Structures using Geosynthetic Reinforcements - EBGEO

April 2011
  • XXII, 316 pages
  • 112 figures
  • 26 tables
  • Hardcover
  • English
ISBN: 978-3-433-02983-1
available

Prices incl. VAT

Description

The Recommendations deal with analysis principles and the applications of geosynthetics used for reinforcement purposes in a range of foundation systems, ground improvement measures, highways engineering projects, in slopes and retaining structures, and in landfill engineering.

About the author

Working Group 5.2 'Analysis and Dimensioning of Soil Structures using Geosynthetic Reinforcements' forms part of the Technical Group 'Synthetics in Geotechnical Engineering' of the Deutsche Gesellschaft für Geotechnik e.V. (DGGT). It comprises approximately 30 specialists gathered from science, industry, and building-related agencies and employers. They meet and work on a voluntary basis.