Application design of concrete canvas (CC) in soil reinforced structure
Tài liệu tham khảo
Abdelouhab, 2010, Physical and analytical modelling of geosynthetic strip pull-out behaviour, Geotext. Geomembranes, 28, 44, 10.1016/j.geotexmem.2009.09.018
Abdelouhab, 2011, Numerical analysis of the behaviour of mechanically stabilized earth walls reinforced with different types of strips, Geotext. Geomembranes, 29, 116, 10.1016/j.geotexmem.2010.10.011
Armakan, 2009, Study on the compression behavior of spacer fabrics designed for concrete applications, Fibers Polym., 10, 116, 10.1007/s12221-009-0116-7
Athanasopoulos-Zekkos, 2013, Phasing issues in the seismic response of yielding, gravity-type earth retaining walls–Overview and results from a FEM study, Soil Dyn. Earthq. Eng., 55, 59, 10.1016/j.soildyn.2013.08.004
Bao, 2013
Colombo, 2013, Erratum to: textile reinforced concrete: experimental investigation on design parameters, Mater. Struct., 46, 1953, 10.1617/s11527-013-0023-7
Concrete Canvas Ltd. Concrete Canvas. <http://concretecanvas.de/index.html>.22.7.12.
Correia, 2011, Design of brick-faced retaining walls reinforced with geotextiles: face horizontal displacement, J. Geotechnical Geoenvironmental Eng., 138, 629, 10.1061/(ASCE)GT.1943-5606.0000613
Ehrlich, 1994, Working stress design method for reinforced soil walls, J. Geotechnical Eng., 120, 625, 10.1061/(ASCE)0733-9410(1994)120:4(625)
Fan, 2014, Fabrication of polyvinyl chloride ultrafiltration membranes with stable antifouling property by exploring the pore formation and surface modification capabilities of polyvinyl formal, J. Membr. Sci., 464, 100, 10.1016/j.memsci.2014.04.005
Han, 2014, Influences of geometric patterns of 3D spacer fabric on tensile behavior of concrete canvas, Constr. Build. Mater., 65, 620, 10.1016/j.conbuildmat.2014.05.041
Han, 2015, Improvement of mechanical properties of concrete canvas by anhydrite modified calcium sulfoaluminate cement, J. Compos. Mater., 10.1177/0021998315597743
Han, 2015, Influence of 3D spacer fabirc on drying shrinkage of concrete canvas, J. Industrial Text.
Hartig, 2008, Influence of bond properties on the tensile behaviour of textile reinforced concrete, Cem. Concr. Compos., 30, 898, 10.1016/j.cemconcomp.2008.08.004
Hegger, 2008, Investigations on the bearing behaviour and application potential of textile reinforced concrete, Eng. Struct., 30, 2050, 10.1016/j.engstruct.2008.01.006
Huckert, 2016, Load transfer mechanisms in geotextile-reinforced embankments overlying voids: experimental and analytical approaches, Geotext. Geomembranes, 44, 442, 10.1016/j.geotexmem.2015.06.005
Hussein, 2016, A three-dimensional finite element approach for modeling biaxial geogrid with application to geogrid-reinforced soils, Geotext. Geomembranes, 44, 295, 10.1016/j.geotexmem.2015.12.004
Juenger, 2011, Advances in alternative cementitious binders, Cem. Concr. Res., 41, 1232, 10.1016/j.cemconres.2010.11.012
Karl Mayer GmbH, 2014
Liu, 2012, Antifouling properties of poly (vinyl chloride) membranes modified by amphiphilic copolymers P (MMA-b-MAA), Chin. J. Polym. Sci., 30, 568, 10.1007/s10118-012-1153-z
Peled, 2008, Influences of textile characteristics on the tensile properties of warp knitted cement based composites, Cem. Concr. Compos., 30, 174, 10.1016/j.cemconcomp.2007.09.001
Peled, 2011, Strain hardening behavior of textile reinforced concrete (TRC), 45
Shang, 2006
Wang, 2016, Experimental and DEM investigation of geogrid–soil interaction under pullout loads, Geotext. Geomembranes, 44, 230, 10.1016/j.geotexmem.2015.11.001
Yang, 2015, Post-construction performance of a two-tiered geogrid reinforced soil wall backfilled with soil-rock mixture, Geotext. Geomembranes, 42, 91, 10.1016/j.geotexmem.2014.01.007
Zhang, 2016, Experimental study on mechanical behavior of FRP reinforced concrete canvas panel, Compos. Struct.
Zhang, 2008, Experimental and theoretical investigation of strength of soil reinforced with multi-layer horizontal–vertical orthogonal elements, Geotext. Geomembranes, 26, 1, 10.1016/j.geotexmem.2007.06.001
Zornberg, 1998, Limit equilibrium as basis for design of geosynthetic reinforced slopes, J. Geotechnical Geoenvironmental Eng., 124, 684, 10.1061/(ASCE)1090-0241(1998)124:8(684)