2021年5期
刊物介紹
反映世界范圍內(nèi)，特別是中國巖石力學(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)國內(nèi)外學(xué)術(shù)交流，特別歡迎國家重大項(xiàng)目、國家自然科學(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、新書簡(jiǎn)介與相關(guān)的學(xué)術(shù)動(dòng)態(tài)等；提倡撰寫簡(jiǎn)短的討論文章，活躍期刊學(xué)術(shù)氛圍。
Journal of Rock Mechanics and Geotechnical Engineering
- Geomechanical properties will constrain CO2 injection into the lower Ordovician Rose Run sandstone deep saline reservoir, Appalachian Basin,Kentucky, USA
- A novel true triaxial test system for microwave-induced fracturing of hard rocks
- Isotropic compression behavior of granular assembly with non-spherical particles by X-ray micro-computed tomography and discrete element modeling
- Sources of variability in laboratory rock test results
- Rock damage and fracturing induced by high static stress and slightly dynamic disturbance with acoustic emission and digital image correlation techniques
- Nonlinear fluid flow through three-dimensional rough fracture networks:Insights from 3D-printing, CT-scanning, and high-resolution numerical simulations
- Kriging-based reliability analysis of the long-term stability of a deep drift constructed in the Callovo-Oxfordian claystone
- Surface characteristics analysis of fractures induced by supercritical CO2 and water through three-dimensional scanning and scanning electron micrography
- Prediction of fracture and dilatancy in granite using acoustic emission signal cloud
- Hysteresis in the ultrasonic parameters of saturated sandstone during freezing and thawing and correlations with unfrozen water content
- Enhancing mechanical behavior of micaceous soil with jute fibers and lime additives
- Coupling effect of pond ash and polypropylene fiber on strength and durability of expansive soil subgrades: An integrated experimental and machine learning approach
- Coupled Eulerian-Lagrangian simulation of a modified direct shear apparatus for the measurement of residual shear strengths
- Fabric changes induced by super-absorbent polymer on cement-lime stabilized excavated clayey soil
- Hydromechanical behavior of unsaturated expansive clay under repetitive loading
- Laboratory large-scale pullout investigation of a new reinforcement of composite geosynthetic strip
- Strength properties of xanthan gum and guar gum treated kaolin at different water contents
- Consolidation of soft clay foundation improved by geosyntheticreinforced granular columns: Numerical evaluation
- Determination of the ground vibration attenuation law from a single blast: A particular case of trench blasting
- Significance of compaction time delay on compaction and strength characteristics of sulfate resistant cement-treated expansive soil
- A review of experimental and theoretical research on the deformation and failure behavior of rocks subjected to cyclic loading