土遗址楠竹锚固界面传力过程研究
STUDY ON THE FORCE TRANSFER PROCESS OF THE ANCHORAGE INTERFACE OF BAMBOO BOLT IN THE RAMMED EARTH SITES
图6. 加载端载荷-位移曲线理论值与锚固长度为2 m和3 m试样(楠竹锚固系统)的试验值对比
Fig.6. Comparison of the load-displacement curve at loading end between the theoretical solutions and the specimens with the anchorage lengths of 2 m and 3 m (bamboo anchorage system)
