Citation: | DENG Huiyuan, WANG Rengui, SONG Erxiang, HUANG Liji, LIU Xiaodong, LIU Bo. Vertical bearing characteristics of foundation with barrette diaphragm wall in cohesive soils[J]. Chinese Journal of Geotechnical Engineering, 2024, 46(S2): 200-204. DOI: 10.11779/CJGE2024S20023 |
[1] |
李卫民, 丛蔼森. 墙桩(条桩)的设计[J]. 西部探矿工程, 2006(7): 1-2.
LI Weiming, CONG Aisen. Design of wall pile (barrette pile)[J]. West-China Exploration Engineering, 2006(7): 1-2. (in Chinese)
|
[2] |
MUSARRA M, MASSAD F. Static load tests in an instrumented rock socket barrette pile[J]. Soils and Rocks, 2015, 38(2): 163-177. doi: 10.28927/SR.382163
|
[3] |
李桂花, 周生华, 周纪煜, 等. 地下连续墙垂直承载力试验研究[J]. 同济大学学报(自然科学版), 1993, 21(4): 575-580.
LI Guihua, ZHOU Shenghua, ZHOU Jiyu, et al. Vertical bearing test of the diaphragm wall[J]. Journal of Tongji University (Natural Science), 1993, 21(4): 575-580. (in Chinese)
|
[4] |
NG C W W, RIGBY D B, NG S W L, et al. Field studies of well-instrumented barrette in Hong Kong[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2000, 126(1): 60-73. doi: 10.1061/(ASCE)1090-0241(2000)126:1(60)
|
[5] |
LIN S S, LU F, KUO C, et al. Axial capacity of barrette piles embedded in gravel layer[J]. Journal of Geoengineering, 2014, 9(3): 103-107.
|
[6] |
RAFA S A, MOUSSAI B. Three-dimensional analyses of bored pile and barrette load tests subjected to vertical loadings[J]. Soil Mechanics and Foundation Engineering, 2018, 55(3): 146-152. doi: 10.1007/s11204-018-9518-0
|
[7] |
COMODROMOS E M, PAPADOPOULOU M C. Response evaluation of horizontally loaded pile groups in clayey soils[J]. Géotechnique, 2012, 62(4): 329-339. doi: 10.1680/geot.10.P.045
|
[8] |
孙书伟, 林杭, 任连伟. FLAC3D在岩土工程中的应用[M]. 北京: 中国水利水电出版社, 2011.
SUN Shuwei, LIN Hang, REN Lianwei. Application of FLAC3D in Geotechnical Engineering[M]. Beijing: China Water & Power Press, 2011. (in Chinese)
|
[9] |
STATES U. Standard specifications for steel highway bridges: adopted by the American Association of State Highway Officials and as approved by the Secretary of Agriculture for use in connection with federal-aid road work[M]. Washington D C: U S Dept of Agriculture, 1924.
|
[10] |
MEYERHOF G G. The ultimate bearing capacity of foudations[J]. Géotechnique, 1951, 2(4): 301-332. doi: 10.1680/geot.1951.2.4.301
|
[11] |
陈亚东, 陈思, 于艳, 等. 矩形基础地基破坏机理细观模型试验[J]. 科学技术与工程, 2015, 15(5): 289-292.
CHEN Yadong, CHEN Si, YU Yan, et al. Mesoscopic model test on failure mechanism of rectangular foundation[J]. Science Technology and Engineering, 2015, 15(5): 289-292. (in Chinese)
|
[12] |
常红, 夏明耀, 傅德明. 地下连续墙垂直承载力室内模拟试验研究[J]. 同济大学学报(自然科学版), 1998, 26(3): 279-283.
CHANG Hong, XIA Mingyao, FU Deming. Investigation of laboratory scale-down test of vertical-loaded diaphragm walls[J]. Journal of Tongji University, 1998, 26(3): 279-283. (in Chinese)
|
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