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1.Viscous debris flows are saturated with loose earth on slopes or on gully beds,which are rich in clay and have a bulk density of >1.8-1.9 t/m~3 and the static shear stress of >30Pa.
粘性泥石流产流是斜坡或沟床中粘粒含量较高的松散土体与入渗为主的水体结合,产生容重和起始静力分别大于1.8-1.9t/m3和30Pa的土水混合流。收藏指正
2.Analyses the stress distributing of bulk solid around the silo outlet, points out the reason of arc forming and the method of breaking arc.
对存仓排料口附近物料颗粒的应力分布情况进行了研究,分析其成拱的原因,并提出防止成拱及破除料拱的方法。收藏指正
3.The properties of raw rubber , compounds and vulcanizates of butadiene (Bd)-isoprene (Ip) rubber bulk polymerized with rare earth catalyst (Ln- BIR)were studied . The results showed that there was obvious degradation under the shear stress for Ln-BIRs , and the higher the isoprene content , the more rapid the degration rate .
对稀土催化本体聚合丁二烯(Bd)-异戊二烯(Ip)橡胶(Ln-BIR)的性能研究发现,Ln-BIR在素炼过程中有明显的降解,Ip含量愈高,降解速率愈快。收藏指正
4.The biaxial modulus and expansion coefficient of BTO films were determined based on the change of stress in BTO films and of the volume of BTO unit cell due to phase transition or the stress slope of BTO films on Si and glass substrates versus temperature plot. The biaxial modulus of BTO film is little higher than that of bulk BTO materials, while the expansion coefficient of BTO films is little lower than that of bulk BTO materials.
另外,根据升温过程中铁电-顺电相变时晶胞体积和应变的变化,以及不同基体上BTO薄膜应力随温度变化率的计算结果表明,BTO薄膜双轴杨氏模量比体材料的稍大,而热膨胀系数比体材料的偏小。收藏指正
5.The cause of construction damage of the bulkhead structure for the 73 000 t panama-max bulk carriers analyzed by CCS′s Rules and Regulations and direct calculation method is that the local working stresses are large than the allowable ones.A resolve plan is proposed of strengthening the corrugated bulkhead,as well as putting up the additional brackets in the lower stool right under the slope plates of the bulkhead in order to reduce the problem of stress concentration due to structural discontinuity.
以某巴拿马型营运散货船为研究对象,分析该船货舱区域横舱壁结构损坏的根源是设计结构计算应力超过许用值,通过细化有限元分析计算,对重压载舱横舱壁区域提出中间槽条加深方案,在槽形舱壁斜板同一平面的下墩结构内设置附加肘板,以降低因结构突变而产生的应力集中问题。收藏指正
6.Based on the observational data of co-seismic step variations of water level at 52 wells at the time of the Akita earthquake,Japan,the adjustment variation of co-seismic stress field in China has been calculated by means of the effect of bulk strain tide on water level in wells.
利用我国在日本秋田地震时有水位阶变的52口井孔的观测资料,通过水井水位的体应变固体潮系数,估算了震时引起我国应力场的调整变化.收藏指正
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