资源类型

期刊论文 3

年份

2015 1

2012 1

2009 1

关键词

圈梁 1

大开间少墙单面走廊砌体结构 1

延性 1

构造柱 1

浅埋 1

监测 1

窗间墙 1

超小间距 1

隧道 1

非对称 1

展开 ︾

检索范围:

排序: 展示方式:

超小间距非对称浅埋隧道施工监控量测及分析

王云龙,谭忠盛,陈鹰

《中国工程科学》 2012年 第14卷 第11期   页码 24-28

摘要:

以青岛胶州湾海底隧道团岛段小间距隧道为例,通过现场监测结果分析了小间距非对称浅埋隧道的围岩压力特征及支护受力,结果表明该隧道后行洞围岩压力及支护受力都较大,这种结果有别于大部分小间距对称隧道的理论预测及实测结果。为有效缓解这些问题,对支护参数进行及时调整,增强后行洞的径向支护能力并对中间岩柱采取加固措施。继后施工中的监测结果显示,后行洞的稳定性得到了有效的控制,为类似小间距隧道的设计和施工提供了借鉴和参考。

关键词: 隧道     超小间距     非对称     浅埋     监测    

Influence of axial load on the lateral pile groups response in cohesionless and cohesive soil

Jasim M. ABBASA,Zamri CHIK,Mohd Raihan TAHA

《结构与土木工程前沿(英文)》 2015年 第9卷 第2期   页码 176-193 doi: 10.1007/s11709-015-0289-7

摘要: The lateral response of single and group of piles under simultaneous vertical and lateral loads has been analyzed using a 3D finite element approach. The response in this assessment considered lateral pile displacement and lateral soil resistance and corresponding - curve. As a result, modified - curves for lateral single pile response were improved with respect to the influence of increasing axial load intensities. The improved plots can be used for lateral loaded pile design and to produce the group action design -multiplier curves and equations. The effect of load combination on the lateral pile group response was performed on three pile group configurations (i.e., 2×1, 2×2 and 3×2) with four pile spacings (i.e., = 2 , 4 , 6 and 8 ). As a result, design curves were developed and applied on the actual case studies and similar expected cases for assessment of pile group behavior using improved p-multiplier. A design equation was derived from predicted design curves to be used in the evaluation of the lateral pile group action taking into account the effect of axial load intensities. It was found that the group interaction effect led to reduced lateral resistance for the pile in the group relative to that for the single pile in case of pure lateral load. While, in case of simultaneous combined loads, large axial load intensities (i.e., more than 6 , where is lateral load values) will have an increase in -multiplier by approximately 100% and will consequently contribute to greater group piles capacities.

关键词: piles     pile group     spacing     configuration     combined load    

位于强震区的农村中小学教学楼砌体结构抗震设计分析

冯远,易丹,毕琼

《中国工程科学》 2009年 第11卷 第6期   页码 138-145

摘要:

针对大开间少墙砌体结构的受力特点,结合教学楼震害,分析了构造柱、圈梁对砌体结构抗震性能的影响,并对提高结构延性的设计理念进行了阐述;同时对大开间少墙单面走廊砌体结构的设计提出了几点建议。

关键词: 大开间少墙单面走廊砌体结构     构造柱     圈梁     延性     窗间墙    

标题 作者 时间 类型 操作

超小间距非对称浅埋隧道施工监控量测及分析

王云龙,谭忠盛,陈鹰

期刊论文

Influence of axial load on the lateral pile groups response in cohesionless and cohesive soil

Jasim M. ABBASA,Zamri CHIK,Mohd Raihan TAHA

期刊论文

位于强震区的农村中小学教学楼砌体结构抗震设计分析

冯远,易丹,毕琼

期刊论文