Citation: | CHENG Feng, ZHANG Yuan-fang, LIU Wei, WAN Yong-xiang. Forces acting on surface of soil nailing supports[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(8): 1527-1533. |
[1] |
程良奎. 岩土锚固研究与新进展[J]. 岩石力学与工程学报, 2005, 24(21): 3803–3811. (CHENG Liang-kui. Research and new progress in ground anchorage[J]. Chinese Journal of Rock Mechanics and Engineering, 2005, 24(21): 3803–3811. (in Chinese))
|
[2] |
JGJ120—99建筑基坑支护技术规程[S]. 1999. (JGJ120—99 Building foundation pit supporting technical regulations[S]. 1999. (in Chinese))
|
[3] |
JURAN I. Kinematical limit analysis for designing of soil nailed structures[J]. Journal of Geotechnical Engineering, ASCE, 1990, 116(1): 54–71.
|
[4] |
陈肇元, 崔京浩. 土钉支护在基坑中的应用[M]. 2版. 北京: 中国建筑工业出版社, 2000. (CHEN Zhao-yuan, CUI Jing-hao. Application of soil nail timing in foundation pit[M]. 2nd ed. Beijing: China Architecture and Building Press, 2000. (in Chinese))
|
[5] |
张钦喜, 霍 达, 王北和. 土钉墙设计的滑楔平衡法[J]. 工业建筑, 2002, 32(2): 33–36. (ZHANG Qin-xi, HUO Da, WANG Bei-he. A method of designing soil-nailing wall based on sliding sphenoid-mass limit analysis[J]. Industrial Construction, 2002, 32(2): 33–36. (in Chinese))
|
[6] |
杨光华. 深基坑支护结构的实用计算方法及其应用[M]. 北京: 地质出版社, 2004: 104–108. (YANG Guang-hua. Practical calculation method of retaining structures for deep excavations and its application[M]. Beijing: Geological Publishing House, 2004: 104–108. (in Chinese))
|
[7] |
杨光华, 黄宏伟. 基坑支护土钉力的简化增量计算法[J]. 岩土力学, 2004, 25(1): 15–19. (YANG Guang-hua, HUANG Hong-wei. Simplified incremental calculation method of soil nail forces for retaining and protection of foundation pits[J]. Rock and Soil Mechanics, 2004, 25(1): 15–19. (in Chinese))
|
[8] |
郭院成, 秦会来, 李 峰. 土钉支护中土钉力的计算方法[J]. 岩土工程学报, 2006, 28(11): 1513–1516. (GUO Yuan-cheng, QIN Hui-lai, LI Feng. Calculation mode of the nail forces in soil nailing[J]. Chinese Journal of Geotechnical Engineering, 2006, 28(11): 1513–1516. (in Chinese))
|
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