Field test study of load distribution of anchoring section of pressure dispersed anchor cables
|更新时间:2026-06-25
|
Field test study of load distribution of anchoring section of pressure dispersed anchor cables
Vol. 32, Issue 12, (2011)
作者机构:
1. 同济大学 地下建筑与工程系,上海,200092
2. 同济大学 岩土及地下工程教育部重点实验室,上海,200092
3. 连云港市航道管理处,江苏,连云港,222004
作者简介:
基金信息:
DOI:
CLC:TU317
Online First:13 December 2011,
Published:2011
稿件说明:
移动端阅览
YE Guan-bao, HE Zhi-yu, GAO Yan-bin, et al. Field test study of load distribution of anchoring section of pressure dispersed anchor cables[J]. 2011, 32(12).
DOI:
YE Guan-bao, HE Zhi-yu, GAO Yan-bin, et al. Field test study of load distribution of anchoring section of pressure dispersed anchor cables[J]. 2011, 32(12).DOI:
Field test study of load distribution of anchoring section of pressure dispersed anchor cables
According to the design concept of pressure dispersed anchor cables
load distribution and effective compression anchorage length of pressure dispersed anchor cables of each unit body are tested under the effect of external load
so as to provide design reference for anchorage support design of anchor cables. In field test
the experimental anchor cables have the total length of 32 m
anchoring section’s length of 18 m which is divided into four segments; and have 200 mm diameter hole. By the method of installing micro strain sensor with high sensitivity at the position of anchoring section
load transfer law and distribution of anchoring section are obtained. Test results show that: each unit body of pressure dispersed anchor cables did not shared external load uniformly in accordance with the required standards of the existing regulation. With the increase of external load
load value which located at the position of the second unit body and the third unit body is significantly higher than the load value located at the position of the first unit body and the fourth unit body. The condition of anchoring section is not completely compressed; and the effective compressed anchoring length is also not equal
which the effective length of the first unit body
second unit body
third unit body and fourth unit body are respectively 1.9 m
2.9 m
2.8 m and 4.5 m. The distribution law of effective compressed anchoring length of each unit body is the first unit body the second unit bod the fourth unit body
and the effective compressed anchoring length of the second unit body is close to the third unit body.