锚杆排桩基坑支护效果及其对周围环境的影响

吉林大学学报(地球科学版)

锚杆排桩基坑支护效果及其对周围环境的影响

陈文玲^1,2,3，王振刚⁴，魏美蓉⁵

1.长安大学地质工程与测绘学院，西安710054;
2.长安大学西部地质资源与地质工程教育部重点实验室，西安710054;
3.长安大学国土资源部岩土工程开放研究实验室，西安710054;
4.中煤科工集团西安研究院有限公司，西安710077;
5.新疆金达鑫工程建设有限公司,新疆库尔勒841000

收稿日期:2013-11-07 出版日期:2014-07-26 发布日期:2014-07-26
作者简介:陈文玲(1974-)，女，讲师，博士，主要从事地质工程教学与研究工作，E-mail:dcdgx22@chd.edu.cn
基金资助:
国家自然科学基金项目(41102176)；中央高校基本科研业务费项目（2013G1261056）

Effects of Anchor-Pile to Foundation Pit Support and Its Influences on the Surroundings

Chen Wenling^1,2,3, Wang Zhengang⁴，Wei Meirong⁵

1.School of Geology Engineering and Geomatics，Chang’an University， Xi’an710054，China;
2.Key Laboratory of Western Mineral Resources and Geological Engineering，Ministry of Education，Chang’an University，Xi’an710054，China;
3.Open Research Laboratory of Geotechnical Engineering,Ministry of Land and Resources,Chang’an University,Xi’an710054,China;
4.Xi’an Research Institute ，China Coal Technology and Engineering Group Corp，Xi’an710077，China;
5.Xinjiang Jindaxin Engineering Construction Co.Ltd，Korla841000，Xinjiang，China

Received:2013-11-07 Online:2014-07-26 Published:2014-07-26

摘要/Abstract

摘要：

利用理正深基坑软件，以具体工程的一侧基坑支护为例，分别改变锚杆预应力大小、锚杆排数和土压力调整系数，通过分析计算结果中位移、锚杆锚固段长度和钢筋用量的变化来研究其对锚杆排桩基坑支护效果及其对周围环境的影响。结果表明：对1排锚杆排桩，当预应力增加到一定值后，继续增加预应力值，对减小基坑位移的作用不大，但钢筋用量却会显著增加；用2排锚杆排桩对变形控制的效果明显，并且钢筋用量和对周围环境的影响均小；随着土压力调整系数的增加，基坑的位移、钢筋用量都在增加。因此，选择合适的土压力调整系数，让基坑发生适当的位移，才能使计算中采用的主动土压力和实际的土压力接近，使设计的基坑支护稳定可靠。

关键词: 理正深基坑软件, 锚杆排桩, 预应力, 基坑位移, 钢筋用量, 土压力调整系数

Abstract:

Lizheng software for deep foundation pit was used to analyze one side of a real project. By changing the value of pre-stress, number of anchor line and adjusting the parameter of soil pressure, the change of displacement, lengthen of anchored part and steel consumption were calculated and analyzed to study the effects of anchor-pile in foundation pit support and its influences on the surroundings. Study results showed that for one line anchor-pile, when the pre-stress increases to a certain value, pre-stress increasing was no longer useful to decrease foundation displacement, but steel consumption would be increased obviously. Two lines of anchors without pre-stress had an obvious effect on foundation deformation control, and it led to less steel consumption and slight surroundings influence. Only by selecting a proper adjustment parameter of soil pressure, letting the foundation pit to form proper displacement, the active soil pressure adopted in calculation can be closed to the practical one and the design of foundation pit support can be stable and reliable.

Key words: Lizheng software for deep foundation pit, anchor-pile, pre-stress, displacement of foundation pit, steel consumption, adjustment parameter of soil pressure

中图分类号:

P642.3

陈文玲，王振刚，魏美蓉. 锚杆排桩基坑支护效果及其对周围环境的影响[J]. 吉林大学学报(地球科学版), 2014, 44(4): 1269-1275.

Chen Wenling, Wang Zhengang，Wei Meirong. Effects of Anchor-Pile to Foundation Pit Support and Its Influences on the Surroundings[J]. Journal of Jilin University(Earth Science Edition), 2014, 44(4): 1269-1275.

参考文献

Metrics

Viewed

Full text

Abstract

Cited

Shared

Discussed

[1]	李伟东，林楠，刘德利，孙晓磊. 用于变形监测的最小二乘滤波数据处理[J]. 吉林大学学报(地球科学版), 2014, 44(6): 2068-2072.
[2]	徐佩华，黄润秋，陈剑平，袁中凡. 高地应力区复杂结构河谷应力场特征--以锦屏I级水电站为例[J]. 吉林大学学报(地球科学版), 2013, 43(5): 1523-1532.
[3]	周洪福, 聂德新, 陈津民. 深部破碎岩体变形模量的一种新型试验方法及工程应用[J]. J4, 2010, 40(6): 1390-1394.
[4]	马丽霞, 王凤艳, 陈剑平. 基于人工神经网络的大坝变形分析与预报--以西津大坝27^#点的变形监测为例[J]. J4, 2009, 39(3): 487-491.
[5]	周丽萍, 申向东, 李学斌, 白忠强. 天然浮石粉水泥土力学性质的试验研究[J]. J4, 2009, 39(3): 492-497.
[6]	尚彦军, 杨志法, 李丽慧, 李天斌, 何万通. 黑洞大型古地下洞室群工程地质条件及岩体稳定性分析[J]. 吉林大学学报(地球科学版), 2015, 45(1): 214-224.