2015年6期
刊物介紹
反映世界范圍內(nèi),特別是中國(guó)巖石力學(xué)與工程的新成就、新理論、新方法、新經(jīng)驗(yàn)、新動(dòng)向,促進(jìn)國(guó)內(nèi)外學(xué)術(shù)交流,特別歡迎國(guó)家重大項(xiàng)目、國(guó)家自然科學(xué)基金項(xiàng)目及其他重要項(xiàng)目的研究成果,倡導(dǎo)和鼓勵(lì)有實(shí)踐經(jīng)驗(yàn)的作者撰稿,并優(yōu)先刊用這些稿件,本刊也發(fā)表少數(shù)側(cè)重于工程應(yīng)用的土力學(xué)方面的文章。為盡快交流最新的學(xué)術(shù)信息,本刊還發(fā)表短文和討論文章、近期博士學(xué)位論文摘要、會(huì)議簡(jiǎn)訊、新書(shū)簡(jiǎn)介與相關(guān)的學(xué)術(shù)動(dòng)態(tài)等;提倡撰寫(xiě)簡(jiǎn)短的討論文章,活躍期刊學(xué)術(shù)氛圍。
Journal of Rock Mechanics and Geotechnical Engineering
- 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 Ca?izalb,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