目录
- Characterizing the influence of stress-induced microcracks on the laboratory strength and fracture development in brittle rocks using a finite-discrete element method-micro discrete fracture network FDEM-μDFN approach
- Effects of fracture distribution and length scale on the equivalent continuum elastic compliance of fractured rock masses
- Shear strength behavior of geotextile/geomembrane interfaces Belén M.Bacasa,*,Jorge Cañizalb,Heinz Konietzkyc
- Engineering properties for high kitchen waste content municipal solid waste
- Effects of spatial variation in cohesion over the concrete-rock interface on dam sliding stability
- Evaluation of the effect of sodium silicate addition to mine backfill, Gelfill-Part 2：Effects of mixing time and curing temperature
- Studies on the key parameters in segmental lining design
- Feasibility study of tar sands conditioning for earth pressure balance tunnellingD.Martinellia,*,D.Peilaa,E.Campab
- Load eccentricity effects on behavior of circular footings reinforced with geogrid sheets
- A distributed measurement method for in-situ soil moisture content by using carbon-fiber heated cable
- Revisiting the Bjerrum's correction factor：Use of the liquidity index for assessing the effect of soil plasticity on undrained shear strength
- Research progress and prospect of interaction between rock engineering and geo-environments
- Evolution process of rock mass engineering system using systems science
- Hydraulic mechanism and time-dependent characteristics of loose gully deposits failure induced by rainfall