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1)  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。
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
软质岩体
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:黏合软质聚氨酸泡沫塑料
分子式:
CAS号:

性质:与其他结构材料组合使用的软质泡沫。采用聚氨酯、天然或合成橡胶以及树脂作黏合剂,将软泡与其他材料粘接一起。用于家具、装饰和服装业。

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