[1]徐湘涛,汪家林,王运生,等.紫萍铺水利枢纽引水发电洞进水口边坡预应力锚索锚固效应分析[J].水土保持研究,2006,13(01):200-203.
　XU Xiang-tao,WANG Jia-lin,WANG Yun-sheng,et al.Analysis for Anchoring Effect of Prestress Anchors in Intake Slope Located at Diversion Cave of Zipingpu Hydroproject[J].Research of Soil and Water Conservation,2006,13(01):200-203.
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紫萍铺水利枢纽引水发电洞进水口边坡预应力锚索锚固效应分析

《水土保持研究》[ISSN:1005-3409/CN:61-1272/P] 卷: 13 期数: 2006年01期 页码: 200-203 栏目: 出版日期: 1900-01-01
Title:
Analysis for Anchoring Effect of Prestress Anchors in Intake Slope Located at Diversion Cave of Zipingpu Hydroproject
作者:
徐湘涛1,2, 汪家林1,2,3, 王运生1,2, 李明好3, 江志明3
1. 成都理工大学环境与土木工程学院 成都 610059;
2. 地质灾害防治与环境保护国家专业实验室 成都 610059;
3. 成都极星工程有限公司 成都 610059
Author(s):
XU Xiang-tao1,2, WANG Jia-lin1,2,3, WANG Yun-sheng1,2, LI Ming-hao3, JIANG Zhi-ming3
1. College of Environment and Civil Engineering, Chengdu University of Technology, Chengdu 610059, China;
2. National Laboratory of Geological Hazard Prevention & Geological Environment Protection, Chengdu 610059, China;
3. Chengdu GeoStar Engineering Co.Ltd., Chengdu 610059, China
关键词:
紫萍铺水利枢纽; 边坡; 预应力锚索; 监测; 锚固效应
Keywords:
Zipingpu hydroproject; slope; prestress anchors; monitoring; anchoring effect
分类号:
TV732.1
摘要:
四川岷江紫坪铺水利枢纽工程引水发电洞进水口边坡布置了大量预应力锚索进行加固，同时安装了13台锚索测力计对锚索进行监测，安装了4支多点位移计对边坡变形情况进行监测。在对锚索测力计和多点位移计监测资料整理分析的基础上，重点分析了预应力锚索对边坡的锚固效应，为该边坡的稳定性分析提供了必要的判别依据。
Abstract:
Vast prestress anchors are arranged in intake slope located at diversion cave of Zipingpu hydroproject.These anchors are monitored by thirteen anchor monitors.Four multi-point displacement meters are installed to monitor the deformation of the slope.Based on datum drawn from anchor monitors and multi-point displacement meters,the effect of anchor cables anchoring the slope is studied.The necessary criteria are supplied to analyze the stability of the slope.

参考文献/References:

[1] 张伯夷,姚建成,吕文强.紫坪铺工程引水洞进口边坡综合支护施工[J].四川水利发电,2004,23(2):53-56.
[2] 赵长海.预应力锚固技术[M].北京:中国水利水电出版社,2001.
[3] 付仲润,李治国.预应力锚索在高边坡施工中的应用[J].隧道建设,2000,(3):14-18.
[4] 陈绪春,张曙光.三峡工程双线五级船问高边坡预应力错索监测成果分析[J].大坝与安全,2004,(4):29-32.
[5] 黄福德.高边坡群锚加固中锚索体的动态受力特征[J].西北水电,1997,(4):33-37.
[6] 李军,卞鹏,张宏博.滑坡体预应力锚固效应及变化规律研究[J].济南大学学报(自然科学版),2003,17(1):21-24.
[7] 夏才初,潘国荣,等.土木工程监测技术[M].北京:中国建筑工业出版社,2001.

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备注/Memo

收稿日期:2005-3-25;
基金项目:国家自然科学基金资助项目（40472143）
作者简介:徐湘涛（1978- ），男，硕士，主要从事土木工程和地质工程的研究工作.

更新日期/Last Update: 1900-01-01