Journal of Shandong University(Engineering Science) ›› 2023, Vol. 53 ›› Issue (5): 65-73.doi: 10.6040/j.issn.1672-3961.0.2022.292
• Civil Engineering • Previous Articles Next Articles
LI Lianxiang1,2,3, MA Xuexiang4, DU Wei5, LI Shengqun1,2, CHEN Jiacai6, Surigalatu1,2
CLC Number:
[1] 龚晓南, 俞建霖. 可回收锚索技术发展与展望[J]. 土木工程学报, 2021, 54(10):90-96. GONG Xiaonan, YU Jianlin. Removable anchor of equaldiameter and diameter-expansion[J]. China Civil Engineering Journal, 2021, 54(10):90-96. [2] 付文光, 邹俊峰, 黄凯. 可回收锚索技术研究综述[J].地下空间与工程学报, 2021, 17(增刊1):512-522. FU Wenguang, ZOU Junfeng, HUANG Kai. Overview of research on recycled anchor technology[J].Chinese Journal of Underground Space and Engineering, 2021, 17(Suppl.1):512-522. [3] 赵启嘉, 刘正根. 可回收锚索在基坑支护工程中的技术研究及应用探讨[J]. 岩土工程学报, 2012, 34(增刊1):480-483. ZHAO Qijia, LIU Zhenggen. Application of recycling anchor cables in support of excavations[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(Suppl.1):480-483. [4] 区焱彬, 郭永顺. 可回收预应力锚索施工技术研究[J]. 广东土木与建筑, 2008(5):27-29. QU Yanbin, GUO Yongshun. Research on construction technology of recoverable prestressing anchor cable[J]. Guangdong Civil Engineering and Construction, 2008(5):27-29. [5] 王淼. 城市轨道交通盾构隧道穿越大厦地下室锚索的处理方案比选[J]. 城市轨道交通研究, 2012, 15(6):104-108. WANG Miao.Comparative study on schemes of shield tunneling under high-riser basement[J]. Urban Mass Transit, 2012, 15(6):104-108. [6] 李建江.济南泉水保护研究[J].水土保持研究,2003(3):142-144. LI Jianjiang. Spring protection research in Jinan city[J]. Research of Soil and Water Conservation, 2003(3):142-144. [7] 李兆平, 黄明利, 王建, 等. 地铁深基坑采用可回收锚索支护方案优化设计[J]. 地下空间与工程学报, 2012, 8(1):154-160. LI Zhaoping, HUANG Mingli, WANG Jian, et al. Study on the recoverable anchor cable supporting scheme optimization design for metro foundation pit[J]. Chinese Journal of Underground Space and Engineering, 2012, 8(1):154-160. [8] 王卫东, 王浩然, 徐中华. 上海地区基坑开挖数值分析中土体HS-Small模型参数的研究[J]. 岩土力学, 2013, 34(6):1766-1774. WANG Weidong, WANG Haoran, XU Zhonghua. Study of parameters of HS-Small model used in numerical analysis of excavations in Shanghai area[J]. Rock and Soil Mechanics, 2013, 34(6):1766-1774. [9] 徐中华, 王卫东. 敏感环境下基坑数值分析中土体本构模型的选择[J].岩土力学, 2010, 31(1):258-264. XU Zhonghua, WANG Weidong.Selection of soil constitutive models for numerical analysis of deep excavations in close proximity to sensitive properties[J]. Rock and Soil Mechanics, 2010, 31(1):258-264. [10] 丁钰津, 褚峰, 梁发云. HSS模型在紧邻地铁深基坑工程分析中的应用[J]. 山西建筑, 2014, 40(6):60-62. DING Yujin, CHU Feng, LIAN Fayun. Applications of HSS model in deep excavations adjacent to metrolines[J]. Shanxi Architecture, 2014, 40(6):60-62. [11] 陈赟, 罗敏敏, 夏能武, 等. 软土HSS模型参数现有试验成果统计分析[J]. 岩土工程学报, 2021, 43(增刊2):197-201. CHEN Yun, LUO Minmin, XIA Nengwu, et al. Statistical analysis of existing test results of HSS model parameters for soft soils[J]. Chinese Journal of Geotechnica Engineering, 2021, 43(Suppl.2):197-201. [12] 刘嘉典. 深基坑整体设计法与济南典型地层小应变参数取值研究[D]. 济南:山东大学, 2020. LIU Jiadian. Study on the overall design method of deep foundation pit and the value of small strain parameters of typical strata in Jinan[D]. Jinan: Shandong University, 2020. [13] 李连祥, 刘嘉典, 李克金, 等. 济南典型地层HSS参数选取及适用性研究[J].岩土力学, 2019, 40(10):4021-4029. LI Lianxiang, LIU Jiadian, LI Kejin, et al. Study of parameters selection and applicability of HSS model in typical stratum of Jinan[J]. Rock and Soil Mechanics, 2019, 40(10):4021-4029. |
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