• join us on facebook
  • visit our channel
  • English (United Kingdom)
  • Bulgarian (Български)
  • Russian (Русский)
Home Webinar Earth Retaining Structures
WEBINARNU22W

Earth Retaining Structures (English Language)
Free webinar

Date: Thursday, 7 March 2019, 4 p.m. EET

Speaker: Dipl. Eng. Ioana Dimitrova, Product Specialist

Content:

Analysis of cantilever walls with DC-Cantilever
  • Analysis of cantilever walls acc. to Eurocode 7 (DIN EN 1997-1 with DIN 1054:2010, OENORM B 1997-1-1, NF EN 1997-1, BS EN 1997-1, UNI EN 1997-1 with NTC 2008, UNE EN 1997-1 with DB SE-C and free settings) / DIN 1054:2005 / DIN 4085 / SIA 267
  • Support of all the 3 Design Approaches acc. to Eurocode 7 / earthquake analysis acc. to Eurocode 8-5 and SIA 267
  • Vertical and inclined walls with and without spur and cantilevered plates and facing of masonry, vertical spur, sheet piling
  • Shielding of earth pressure below spurs
  • Inclination of earth pressure under β with slopes
  • Alternatively earth pressure redistribution
  • Different earth pressures wall / stability analysis
  • Complete proofs of external stability: Safety against overturning; sliding; bearing capacity and slope stability analysis; analysis of soil pressure and settlement
  • Optimization of the foundation width (front or back)
  • Design acc. to EC 2, DIN EN 1992, DIN 1045, DIN 1045-1, SIA 262, OENORM B 1992, OENORM B 4700, British Standard BS 8110, Indian Standard IS 456
  • Result output of high quality 
Building underpinnings and retaining walls with DC-Underpinning
  • Building underpinnings and retaining walls acc. to Eurocode 7 (DIN EN 1997-1 with DIN 1054:2010, OENORM B 1997-1-1, NF EN 1997-1, BS EN 1997-1, UNI EN 1997-1 with NTC 2008, UNE EN 1997-1 with DB SE-C and free settings) / DIN 1054:2005 / DIN 4085 / SIA 267
  • Cemented soil mass acc. to DIN 4093 or concrete mass acc. to Eurocode 2
  • Support of all the 3 Design Approaches acc. to Eurocode 7 / earthquake analysis acc. to Eurocode 8-5 and SIA 267
  • Arbitrary shape of the underpinning unit
  • Slopes on the ground and in the excavation
  • Bends and jumps are possible in the main axis
  • Wall foot free, elastic, supported or fixed
  • Earth pressure on the inclined wall; different earth pressure redistributions
  • Water levels, water and base water pressure
  • Excavation and dismantling stages
  • Load cases with dead and live loads
  • Wall design as concrete block
  • Anchors and props incl. pre-deformation. Inactive anchors for the analysis of variants. Anchor analysis in the deep sliding plane
  • Safety against sliding and bearing capacity; settlement analysis
  • Option: Optimization of wall width and anchor forces
  • Extensive result output 
Gabions and supporting structures of layered blocks and concrete stack stones with DC-Gabion
  • Gabions and supporting structures of layered blocks and concrete stack stones acc. to FGSV / Eurocode 7 (DIN EN 1997-1 with DIN 1054:2010, OENORM B 1997-1-1, NF EN 1997-1, BS EN 1997-1, UNI EN 1997-1 with NTC 2008 and free settings) / DIN 1054:2005 / SIA 267
  • Analysis acc. to the bulletin of FGSV / earthquake analysis acc. to Eurocode 8-5 and SIA 267
  • Different block geometries, inclination, offsets
  • Proof of the internal stability: Block sliding method (KEM)
  • Proof of the external stability: Safety against overturning and sliding; bearing capacity and slope stability analysis
  • Proof of the internal stability: Safety against overturning and sliding
  • Check of the gabion wire
  • Loading by earth pressure, concentrated and distributed loads / Different load cases
  • Different wall types: gabions, stack stones,
  • Analysis with geosynthetics via program DC-Geotex
  • Any layer course: earth pressure acc. to Culmann
Reinforced earth with geosynthetics with DC-Geotex
  • Reinforced earth with geosynthetics acc. to Eurocode 7 (DIN EN 1997-1 with DIN 1054:2010, OENORM B 1997-1-1, NF EN 1997-1, BS EN 1997-1, UNI EN 1997-1 with NTC 2008 and free settings) / DIN 1054:2005 / SIA 267 / EBGEO 2010
  • Support of all the 3 Design Approaches acc. to Eurocode 7 / earthquake analysis acc. to Eurocode 8-5 and SIA 267
  • Analysis of the required geosynthetics lengths
  • Proof of the internal stability: Block sliding method (KEM)
  • Proof of the external stability: Safety against overturning and sliding; bearing capacity and slope stability analysis
  • Proof of the turn-over length and earth pressure on the external skin
  • Different wall constructions / predefined geosynthetic types with reduction factors
  • Different load cases
  • Arbitrary layer course: earth pressure acc. to Culmann
The registration is closed.

<< Previous Webinar | Next Webinar >>