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1)  single bore multiple anchor
复合型土锚
1.
the shear stress distribution of the tension soil anchor is analysed with the theory of displacement-shear stress in this paper,then the proper unit anchor length of the SBMA (the single bore multiple anchor) is determined by analysing the multiple compression soil anchor.
以分散压力型土锚为例,确定了单孔复合型土锚的最优分段长度。
2)  composite type anchorage cable
复合型锚索
1.
A new method of anchorage design is briefly introduced and a comprehensive comparison is made between the conventional tensile anchora ge cable and the rapidly developing composite type anchorage cable.
简要地介绍了预应力锚索一种新的设计方法 ,将传统的拉力型锚索和正在迅速发展的复合型锚索进行了综合比较 ,后者具有摩阻应力分布均匀、承载力大、耐久性好等特点 ,彻底解决了内锚固段浆体受拉易裂、防腐性差等关键技术难题 ,是一种很有发展前景的新技
3)  Pile anchor composite soil nail
桩锚式复合土钉
4)  pile-anchor composite soil nailing
桩锚复合土钉
1.
A typical pile-anchor composite soil nailing structure is analyzed by finite element method(FEM)in this paper.
运用有限元方法对某典型桩锚复合土钉支护结构进行了分析,主要考虑预应力锁定值对支护结构在后续开挖过程中所产生内力和位移的影响。
5)  single borehole multiple anchor cables
单孔复合型锚索
1.
A new method to test stress of anchorage segments of single borehole multiple anchor cables and its application;
单孔复合型锚索单元锚固段受力测试新方法及实践
6)  bolt with single borehole and multiple anchors
单孔复合型锚杆
补充资料:并列型复合纤维
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CAS号:

性质: 沿纤维纵向两种组分聚合物分列于纤维两侧的复合纤维。又称双边结构型和半月型纤维。两组分可以等量,也可以不等量。为防止两组分聚合物界面剥离,提高纤维性能,两组分性质不同的聚合物多为同一类聚合物,以增加界面间两组分聚合物的相容性。

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