Abstract:In Shenzhen area,geotechnical types are wide,geological conditions are changeful,and engineering environment is complex. These factors cause the excavation engineering support changeful and complex. The development history of excavation engineering in Shenzhen could be divided into five stages,i. e. such as primary experience,rapid development of many technologies,soil-nailing wall era,all kinds of technology rational application and deformation controlling. In the process of excavation engineering development,many new technologies are made or first used in Shenzhen,such as rotating drilling-mixing secant pile,rotating drilling secant pile,punching soil-cement secant pile,self-feed mixing anchor,high pressure jet expand head bolt,capsule type expansion body anchor,large diameter single pipe jet grouting pile,powder water pile,double-row pile,composited soil-nailing wall,inserts-anchor mixed supporting,etc.. These technologies represent the domestic advanced level. Seven typical excavation engineering examples such as Baoji Industrial Park Reconstruction etc.. have different and various style characteristics in the excavation engineering scale,depth,surrounding environment,construction process,supporting method,etc.,could stand for excavation engineering characteristics and the newest technology level in Shenzhen area.
杨志银,付文光,吴旭君,张 俊. 深圳地区基坑工程发展历程及现状概述[J]. 岩石力学与工程学报, 2013, 32(s1): 2730-2745.
YANG Zhiyin,FU Wenguang,WU Xujun,ZHANG Jun. SUMMARIES OF EXCAVATION ENGINEERING DEVELOPMENT HISTORY AND PRESENT IN SHENZHEN. , 2013, 32(s1): 2730-2745.
[1] 付文光,杨志银. 深圳地区基坑工程30年发展综述[J]. 岩土工程学报.2010,32(增2):562–565.(FU Wenguang,YANG Zhiyin. Summaries of excavation pit engineering in Shenzhen in recent 30 years[J]. Chinese Journal of Geotechnical Engineering,2010,32(Supp.2):562–565.(in Chinese))
[2] 魏万信. 深圳勘察设计25年(勘察与岩土工程篇)[M]. 北京:中国建筑工业出版社,2006:14–16.(WEI Wanxin,Shenzhen survey and design 25 years(investigation and geotechnical engineering article)[M]. Beijing:China Architecture and Building Press,2006:14–16.(in Chinese))
[3] 方小舟. 岩溶地区基础设计的一般原则[J]. 岩土工程界,2006,(增):1–4.(FANG Xiaozhou. Ordinary design principles for karst area foundation[J]. Geotechnical Engineering World,2006,(Supp.):1–4.(in Chinese))
[4] 杨志银,张 俊. 复合土钉墙技术在深圳的发展与应用[J]. 岩土工程学报,2006,28(增):1 673–1 676.(YANG Zhiyin,ZHANG Jun. Development and application of composite soil-nailing walls in Shenzhen[J]. Chinese Journal of Geotechnical Engineering,2006,28(Supp.):1 673–1 676.(in Chinese))
[5] 杨志银,张 俊. 深圳地区深基坑支护技术的发展和应用[J]. 岩石力学与工程学报,2006,25(增2):3 377–3 383.(YANG Zhiyin,ZHANG Jun. Development and application of supporting techniques for deep foundation pit excavation in Shenzhen region[J]. Chinese Journal of Rock Mechanics and Engineering,2006,25(Supp.2):3 377–3 383.(in Chinese))
[6] 刘建国. 钻孔咬合桩设计与施工[J]. 隧道建设,2000,(4):34–36. (LIU Jianguo. Design and construction of drilling occlusive piles[J]. Tunnel Construction,2000,(4):34–36.(in Chinese))
[7] 付文光,张兴杰. 冲孔水泥土桩止水帷幕在某基坑工程中的应用[J]. 岩土工程学报,2008,30(增):523–525.(FU Wenguang,ZHANG Xingjie. The application of punched piles of soil-cement seep-proof drapery in the foundation pit excavation[J]. Chinese Journal of Geotechnical Engineering,2008,30(Supp.):523–525.(in Chinese))
[8] 张 俊,付文光,杨志银. 双排桩在软土基坑支护中的应用[J]. 工业建筑,2004,(增2):206–208.(ZHANG Jun,FU Wenguang,YANG Zhiyin. Application of double row piles to soft soil foundation pit[J]. Industrial Construction,2004,(Supp.2):206–208.(in Chinese))
[9] 吴忠诚,杨志银,罗小满,等. 疏排桩锚–土钉墙组合支护结构稳定性分析[J]. 岩石力学与工程学报,2006,25(增2):3 607–3 613. (WU Zhongcheng,YANG Zhiyin,LUO Xiaoman,et al. Stability analysis of scattered row pile-soil-nailed wall protection structure[J]. Chinese Journal of Rock Mechanics and Engineering,2006,25(Supp.2):3 607–3 613.(in Chinese))
[10] 吴旭君,杨志银,谷 霖,等. 深圳南山商业文化中心区T–106地块基坑工程[C]// 龚晓南编. 基坑工程实例3. 北京:中国建筑工业出版社,2010:196–202.(WU Xujun,YANG Zhiyin,GU Lin,et al. T–106 block foundation pit engineering of Shenzhen Nanshan commercial culture center[C]// GONG Xiaonan ed. Foundation Pit Engineering Example 3. Beijing:China Architecture and Building Press,2010:196–202.(in Chinese))
[11] 张 俊,姜晓光,杨志银. 深圳东海商务中心基坑工程[C]// 龚晓南编. 基坑工程实例3. 北京:中国建筑工业出版社,2010:170–176.(ZHANG Jun,JIANG Xiaoguang,YANG Zhiyin. The excavation engineering of Shenzhen Donghai business center[C]// GONG Xiaonan ed. Foundation Pit Engineering Example 3. Beijing:China Architecture and Building Press,2010:170–176.(in Chinese))
[12] 冯申铎,杨志银,王凯旭,等. 超深复杂基坑复合土钉墙技术的成功应用[J]. 工业建筑,2004,(增2):229–235.(FENG Shenduo, YANG Zhiyin,WANG Kaixu,et al. Successful application of complex composite soil-nailing wall technology in ultra deep foundation pit[J]. Industrial Construction,2004,(Supp.2):229–235.(in Chinese))