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1)  soft rock
软质岩体
2)  argillaceous soft rock
泥质软岩
1.
Study on slaking stability of excavated high slope of argillaceous soft rock;
泥质软岩高边坡湿化稳定性研究
3)  properties of soft rock
软岩性质
4)  Soft rock
软质岩石
1.
As an in-situ test means, the borehole elastic modulus tests are often unsuccessful due to unsufficient testing pressure applied to deep soft rock In the engineering investigation of soft rock at Qianjiang No 4 bridge in Hangzhou city, satisfactory results have been obtained by using the 4149 type borehole pressuremeter manufactured by OYO Corporation, Japa
孔内弹模测试作为一种原位测试手段 ,在深层软质岩石场地中往往因试验压力不够大而导致失败。
2.
312 highway and through synthetic analysis of the mechanical properties of the soft rock of that district, it is considered that the pile foundation on soft rock is of friction-end bearing pile type.
通过 3 12国道六安—叶集段西汲河大桥钻孔灌注桩的静载荷试验 ,对该地区的软质岩石力学特性进行了综合分析 ,认为坐落在软质岩石上的桩基属于摩擦—端承桩类型 ,以桩尖承载力和桩周摩阻力共同作用 ,桩周摩阻力可取4 10kPa。
3.
A synthetic analysis of the mechanical characteristics of the soft rock of that district is carried out,and the design of pile foundation in soft rock is studied.
对312 国道六安—叶集段西汲河大桥钻孔灌注桩进行了静载荷试验,对该地区的软质岩石力学特性进行综合分析,研究了座落在软质岩石上的桩基设计。
5)  soft rock
软质岩
1.
When testing the samples of soft rock indoor,the results are often not ideal due to terms at surroundings different from at site,the statistic load exper.
软质岩的岩石试样作室内试验时,因环境条件与实地有明显的差异,试验结果多不理想,现场静载试验在实际环境条件下进行,能更好地挖掘软质岩石地基承载力特征值的潜力,减少基础工程造价。
2.
Permanently support of the high steep soft rock slope which uses the prestressec cable thin reinfoced concrete linear wall,pre-stressed cable pedesdal combine with draining,slope surface protective xover of vegetation achieved success.
使用预应力锚索钢筋混凝土薄壁墙、预应力锚索台座结合排水、坡面植被等对软质岩高陡边坡进行永久性支护获得成功,打破了传统的预应力锚索不适用于软质岩高边坡永久性支护的观念,为同种类型的边坡(滑坡)治理积累了经验,并提供借鉴。
6)  char weak rock
炭质软岩
1.
On the basis of carrying on a large amount of shear streghth tests to char weak rock in one certain landslide under different water content,the relation curves will be drawed which includes shear strength and moisture content,then analyzing the curve s characteristic.
通过对某滑坡其炭质软岩在不同含水量下进行大量的抗剪强度试验,得出抗剪强度与含水量的关系曲线,分析曲线变化特征。
补充资料:多相脂质体139 , 三氨酸多相脂质体,油酸多相脂质体注射液
药物名称:油酸多相脂质体注射液

英文名:Polyphase Liposome-139

别名: 139;多相脂质体139 , 三氨酸多相脂质体,油酸多相脂质体注射液
外文名:Polyphase Liposome-139
适应症: 用于治疗各种消化管癌(如胃癌、结肠癌、肝癌、胰腺癌、食管癌等)、肺癌、淋巴肉瘤、乳腺癌等。
用量用法:
开始时1日量20ml,如无不良反应,逐渐增大剂量,最多可至1日50ml,加入氯化钠注射液中(250~500ml)混匀,缓缓静滴,滴速控制在每分钟40~60滴,每日1次,1个疗程总量1200~1500ml。如单用本品,1个疗程结束后,休息1周,进行复查,然后继续第2疗程。如是手术病人,术后2周开始维持给药,1日50ml,每周2次,用1个月。本品亦可与化疗或放疗合用,先用本品1疗程,休息1周后,,再按常规使用化疗或放疗,可减轻化疗药物的毒副作用,提高机体免疫功能。
注意事项:
1.用前将注射液振摇均匀后与等渗盐水混匀。 2.偶有面部发热,仅需减慢滴速即能恢复正常。 3.禁用于直接静脉推注,以免危险。 4.开始用药2~3日内白细胞可能略有下降,继续给药随即回升至正常水平。
规格: 针剂:10ml。


类别:其他抗肿瘤药及辅助治疗药
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