采用实验研究的方法，探讨锚固体界面力学特征、在荷载作用下变形规律以及界面上的应力分布规律。
The stress characteristic of the interface, deformation rule under the action of load and the stress distribution rule were discussed by adopting the experimental research method.
测试内容包括预应力锚索锚固力、摩阻系数、混凝土和钢筋应力以及结构变形。
The test included anchoring force of prestressed anchor cable, frictional coefficients, stress of concrete and steel bar and structure deformation.
研究了不同的预应力锚固结构作用下，在不同弹性模量的破碎岩质边坡中产生的压缩变形和附加应力变化规律。
The slope surface compression deformation and subsidiary stresses change rules with different elastic modulus of crush rock slope under different prestressed anchorage structures were investigated.
湖北江坪河电站滑坡变形体加固工程采用了套管跟进预应力锚固技术成功取得了较好的效果。
Hubei Jiangpinghe power station landslide deformation strengthening works of the casing follow-up of prestressed anchoring technique successfully obtained good results.
锚固和地下水对边坡的整体变形影响较小；
Reinforcing cables and groundwater have minor effect on the deformation of the slope.
提出普通热轧变形钢筋与活性粉末混凝土的极限粘结强度与锚固长度的计算公式。
The formula is put forward for calculating the ultimate bond stress and the anchorage length of hot-rolled deformed bars and reactive powder concrete.
根据多种锚固方案试件的试验结果，研究了锚杆锚固碎裂结构岩体模型的强度变形特征。
Based on the test results from several anchoring projects, the deformation and strength character of the rock model of cracked structure reinforced by the bolt is studied.
本论文是通过对75个试件的拉拔试验来探讨陶粒混凝土与变形钢筋之间的粘结锚固性能。
The bonding mechanism between deformed bar and lightweight concrete is discussed in this paper based on the pullout test results of 75 specimens.
通过对69个试件的拉拔试验来探讨陶粒混凝土与变形钢筋之间的粘结锚固性能。
The bonding mechanism between deformed bar and lightweight concrete is discussed in this paper based on the pullout test results of 69 specimens.
根据多种群锚方案试件的试验结果，研究了预应力群锚锚索锚固均质岩体模型的强度变形特征。
Pointed to the slope intact rock strengthened by the prestressed anchor cable group, laboratory model test was preceded.
冷轧扭钢筋的拉拔试验及构件试验结果表明，该种钢筋具有较好的锚固延性，即在很大的变形滑移下仍可保持相当的锚固强度。
The pulling and extracting tests of the cold-rolled and twisted bars and experiments on these bars members have all proved that these bars possess comparatively superior ductility and bondability.
在预应力锚索锚固段界面力学特性试验的基础上，研究锚固体界面在荷载作用下的变形规律及失效条件。
Based on the test of interfacial mechanics of prestressed anchorage segment, the interfacial deformation laws and the failure conditions under different loads are studied.
作者结合岩石力学试验和岩石强度理论对抗滑桩岩质锚固段的地基侧向抗力系数KH进行分析，并根据一定的变形观测和位移反分析法来为KH的取值作一些探讨和研究。
The writers also make some discussions and studies about the size of KH in the presence of deformation observations and displacement back analysis method.
岩体变形大小与变化过程还与地质条件、施工爆破、锚固等因素有关。
The range and process of the rock mass deformation are related to the geological conditions, blasting, and c…
通过大量的边坡监测资料，并且结合变形、地址、开挖等因素，分析了边坡变形特征及锚杆的锚固效果。
The characteristics of slope deformation and the effects of anchor bar are analyzed, using a lot of slope monitoring-data combined with the factors of deformation, geology and excavation.
通过大量的边坡监测资料，并且结合变形、地址、开挖等因素，分析了边坡变形特征及锚杆的锚固效果。
The characteristics of slope deformation and the effects of anchor bar are analyzed, using a lot of slope monitoring-data combined with the factors of deformation, geology and excavation.
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