某临海工程深基坑支护结构设计
详细信息 本馆镜像全文    |  推荐本文 | | 获取馆网全文
摘要
针对某临海酒店工程场地土质及周围环境,提出了对其基坑支护的要求,确定了该工程采取高压旋喷桩、双排水泥土搅拌桩与内支撑的围护方案,选用竖向弹簧地基梁对围护结构进行计算,按所设计支护进行施工,达到了安全、可靠、经济的效果。
In modern building works,deep foundation pit support is a challenging work,characterized by high technology,construction difficulty and high risk.In view of the soil quality and surrounding environment of a coastal hotel construction site,requirements for support of foundation pits are proposed,support options including high-pressure jet grouting piles,double-row cement-soil mixing piles and internal support are determined for the hotel works.Vertical spring foundation beam is applied to calculate the support structure and construction is carried out according to the designed support,so that the results of safety,reliability and economy are obtained.
引文
[1]赵同新.深基坑支护工程的设计与实践[M].北京:地震出版社,2010,282.
    [2]沈保汉.桩基与深基坑支护技术进展[M].北京:水利水电出版社,2006,364.
    [3]律文田.水泥土搅拌桩加土层锚杆在基坑支护中的应用[J].西北水电,2008,(1):30-32.
    [4]钟鸣,刘永红,屈希峰.水平受力桩m值的反分析研究[J].四川建筑,2008,(5):73-74.
    [5]翟杰群,高广运,冯世进.双排钻孔桩-搅拌桩复合围护结构位移计算方法[J].岩土工程学报,2006,(B11):1517-1521.
    [6]俞美华,宁万辉.止水帷幕和管井降水在深基坑支护中的应用[J].西北水电,2009,(6):53-56.

版权所有:© 2023 中国地质图书馆 中国地质调查局地学文献中心