期刊文献+
共找到3篇文章
< 1 >
每页显示 20 50 100
The impact potential of aflibercept biosimilars
1
作者 Adrienne Delaney peter k.kaiser 《Annals of Eye Science》 2025年第1期22-25,共4页
A biologic drug is a medication produced from or containing components of living organisms.Given the rigorous testing that originator biologics undergo to establish Food and Drug Administration(FDA)Biologics License A... A biologic drug is a medication produced from or containing components of living organisms.Given the rigorous testing that originator biologics undergo to establish Food and Drug Administration(FDA)Biologics License Application(BLA)approval,their subsequent price yields a high burden on healthcare systems(1).Biologics account for 37%of prescription drug spending,despite comprising only 2%of all prescribed medications(2).Biosimilar medicines are designed to have active properties that are“highly similar”to a previously licensed reference product,leading to increased chemistry,manufacturing,and controls(CMC). 展开更多
关键词 BIOSIMILAR MYL-1701P BIOLOGIC ANTI-VEGF diabetic macular edema(DME)
暂未订购
Comparison of intravitreal ranibizumab and bevacizumab for the treatment of macular edema secondary to retinal vein occlusion 被引量:4
2
作者 Alex Yuan Baseer U.Ahmad +6 位作者 David Xu Rishi P.Singh peter k.kaiser Daniel F.Martin Jonathan E.Sears Andrew P.Schachat Justis P.Ehlers 《International Journal of Ophthalmology(English edition)》 SCIE CAS 2014年第1期86-91,共6页
AIMTo compare the efficacy of ranibizumab and bevacizumab for macular edema due to retinal vein occlusion (RVO).
关键词 macular edema retinal vein occlusion BEVACIZUMAB RANIBIZUMAB optical coherence tomography
原文传递
Influence of degree of interlock on confined strength of jointed hard rock masses
3
作者 Navid Bahrani peter k.kaiser 《Journal of Rock Mechanics and Geotechnical Engineering》 SCIE CSCD 2020年第6期1152-1170,共19页
The strength of jointed rock mass is strongly controlled by the degree of interlock between its constituent rock blocks.The degree of interlock constrains the kinematic freedom of individual rock blocks to rotate and ... The strength of jointed rock mass is strongly controlled by the degree of interlock between its constituent rock blocks.The degree of interlock constrains the kinematic freedom of individual rock blocks to rotate and slide along the block forming joints.The HoekeBrown(HB)failure criterion and the geological strength index(GSI)were developed based on experiences from mine slopes and tunneling projects in moderately to poorly interlocked jointed rock masses.It has since then been demonstrated that the approach to estimate the HB strength parameters based on the GSI strength scaling equations(called the‘GSI strength equations’)tends to underestimate the confined peak strength of highly interlocked jointed rock masses(i.e.GSI>65),where the rock mass is often non-persistently jointed,and the intact rock blocks are strong and brittle.The estimation of the confined strength of such rock masses is relevant when designing mine pillars and abutments at great depths,where the confining pressure is high enough to prevent block rotation and free sliding on block boundaries.In this article,a grain-based distinct element modeling approach is used to simulate jointed rock masses of various degrees of interlock and to investigate the influences of block shape,joint persistence and joint surface condition on the confined peak strengths.The focus is on non-persistently jointed and blocky(persistently jointed)rock masses,consisting of hard and homogeneous rock blocks devoid of any strength degrading defects such as veins.The results from this investigation confirm that the GSI strength equations underestimate the confined strength of highly interlocked and non-persistently jointed rock masses.Moreover,the GSI strength equations are found to be valid to estimate the confined strength of persistently jointed rock masses with smooth and non-dilatant joint surfaces. 展开更多
关键词 Rock mass strength Degree of interlock Non-persistently jointed rock mass Blocky rock mass Geological strength index(GSI) GSI strength equations
在线阅读 下载PDF
上一页 1 下一页 到第
使用帮助 返回顶部