Based on pullout tests of 48 specimens, interfacial bond strength between CFRP strand anchors and different bonding agents was systematically studied.
在此基础上，通过48个试件的拉拔试验，在国内首次对碳纤维塑料筋锚杆与多种粘结介质之间的界面粘结强度进行了研究。
By dyed sand observation method in plane-strain pullout tests, a novel theory about the pullout mechanism of denti-strip reinforced soil is introduced.
采用染色砂法，对带齿筋材的平面应变拉拔试验过程进行了观察。
Through pullout tests for shear resistance of the adhesive steel bar in the metal tube, the bond principals and failure modes of adhesives are studied.
通过对钢筋与金属套筒之间采用植筋胶粘结的拉伸抗剪试验，探讨了植筋胶的粘结机理和拉伸抗剪破坏模式。
Common anchor load tests include pullout tests performed on sacrificial preproduction anchors and creep performance and proof tests performed the production anchors.
通用锚杆荷载试验包括对保护性试制锚杆进行的拉拔试验以及对锚杆成品进行的徐变、性能和验证试验。
Based on the results of the pullout tests, the influences of the thickness of UHTCC cover, anchorage length, bar diameter and the shape of bars surface on anchorage behavior is studied.
根据拔出试件的试验结果，研究了保护层厚度、锚固长度、钢筋直径及钢筋表面形状这些参数对粘结锚固性能的影响。
Recently, the main tests for the interface characteristics of reinforced soil are pullout test and shear test.
目前，国内外对于加筋土的界面特性试验仍然以直剪试验与拉拔试验为主。
Recently, the main tests for the interface characteristics of reinforced soil are pullout test and shear test.
目前，国内外对于加筋土的界面特性试验仍然以直剪试验与拉拔试验为主。
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