STUDY ON THE LATERAL BEARING PROPERTIES OF CAISSON AND ROOTSTALK CAISSON

Huang Ting; Fu Shouyin

doi:10.13204/j.gyjz201004019

Volume 40 Issue 4

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2010 > 40(4): 84-87

Huang Ting, Fu Shouyin. STUDY ON THE LATERAL BEARING PROPERTIES OF CAISSON AND ROOTSTALK CAISSON[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(4): 84-87. doi: 10.13204/j.gyjz201004019

Citation:

Huang Ting, Fu Shouyin. STUDY ON THE LATERAL BEARING PROPERTIES OF CAISSON AND ROOTSTALK CAISSON[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(4): 84-87. doi: 10.13204/j.gyjz201004019

Huang Ting, Fu Shouyin. STUDY ON THE LATERAL BEARING PROPERTIES OF CAISSON AND ROOTSTALK CAISSON[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(4): 84-87. doi: 10.13204/j.gyjz201004019

Citation:

Huang Ting, Fu Shouyin. STUDY ON THE LATERAL BEARING PROPERTIES OF CAISSON AND ROOTSTALK CAISSON[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(4): 84-87. doi: 10.13204/j.gyjz201004019

PDF( 0 KB)

STUDY ON THE LATERAL BEARING PROPERTIES OF CAISSON AND ROOTSTALK CAISSON

doi: 10.13204/j.gyjz201004019

1.
College of Civil Engineering,Southeast University,Nanjing 210096,China

Received Date: 2009-10-08
Publish Date: 2010-04-20

Abstract

Abstract

According to the field test of caisson and rootstalk caisson under lateral static load,the behaviors of caisson and rootstalk foundation under lateral load are studied. At first,the caisson was loaded by the single cycle load holding method in the test. Then,the caisson was fitted on rootstalks and tested. The horizontal bearing capacities of the caisson and the rootstalk caisson were measured,and the deformation and caisson bending moment were obtained. The results of the experiment indicate that horizontal bearing capacity of the rootstalk caisson increased by nearly 60 percent. The effect of rootstalk is obvious when the horizontal force is great.
- caisson foundation,
- rootstalk caisson foundation,
- field test,
- lateral load,
- ultimate bearing capacity

FullText(HTML)

References(7)

References

[2] 吴恒立. 计算推力桩的综合刚度原理和双参数法[M]. 北京:人民交通出版社,1990.

段良策,殷奇. 沉井设计与施工[M]. 上海:同济大学出版社,2006.

[3] 叶万灵,时蓓玲. 桩的水平承载力实用非线性计算方法NL法[J]. 岩土力学,2000,21(2) :97-101.

[4] Zhang L M,Mcvay M C,Han S J,et al. Effects of Dead Loads on the Lateral Response of Battered Pile Groups [J]. Canadian Geotechnical Journal,2002,39: 561-575.

[5] 韩理安. 水平承载桩的计算[M]. 长沙: 中南大学出版社,2004.

[6] JTJ 0412000 公路桥涵施工技术规范[S].

[7] 《桩基工程手册》编写委员会. 桩基工程手册[M]. 北京:中国建筑工业出版社,1995.

Relative Articles

[1]	LYU Wenlong, XU Yong, FAN Hao. Analysis on Influence Factors of the Ultimate Bearing Capacity for Rock Foundation Close to a Slope Based on Hoek-Brown Criterion[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(4): 131-135. doi: 10.13204/j.gyjzG22050705
[2]	WANG Yuhang, ZHAO Yuting, ZHOU Xuhong, LI Qiqi. Experimental Research and Bearing Capacity Calculation of Ceramsite Concrete Filled Circular Steel Tube Short Column Under Uniaxial Compression[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(1): 1-7. doi: 10.13204/j.gyjzG21112411
[3]	YANG Shichun. CALCULATIONS AND EXPERIMENTAL ANALYSIS OF THE ULTIMATE BEARING CAPACITY OF ROCK-SOCKETED CAST-IN-PLACE PILES[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(11): 143-148,194. doi: 10.13204/j.gyjzG20111802
[4]	HUO Shaolei, ZHU Mingxing, GONG Weiming, DAI Guoliang. FIELD TESTS OF LARGE DIAMETER PILES SUBJECTED TO LATERAL LOADS IN DEEP SOFT SOILS[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(5): 139-144. doi: 10.13204/j.gyjzG20070215
[5]	YANG Bai, XIAO Shiguo, MA Jianlin, LIU Baochen, SU Chunhui. FIELD TEST STUDY ON UPLIFT BEARING CHARACTERISTICS OF CONCRETE BELLED PILES IN SANDSTONE STRATA[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(4): 132-138,147. doi: 10.13204/j.gyjzG20040902
[6]	Zhang Henian, Long Gang, Chen Kaixiang, Wu Jinjin. ANALYSIS OF BEARING CHARACTERISTICS AND PILE GROUP EFFECT OF PHC PIPE PILE UNDER THE ACTION OF HORIZONTAL LOAD[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(8): 110-115. doi: 10.13204/j.gyjz201508020
[7]	Wang Hui, Li Xiaoyan, Sun Qing, Xue Jianyang. EXPERIMENTAL RESEARCH ON OVERALL STABILITY BEARING CAPACITY OF HIGH STRENGTH STEEL TUBE COMPONENTS[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(11): 145-149. doi: 10.13204/j.gyjz2001411029
[8]	Liu Hongjun, Lü Xiaohui, Zhang Dongdong, Wang Zhiliang. EXPERIMENTAL STUDY OF P-Y CURVE OF LATERAL LOADED SINGLE-PILE IN THE YELLOW RIVER DELTA SILT[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(07): 79-83.
[9]	Zhang Jiawen, Zhang Hongru, Song Jiapeng, Liu Yawei. EXPERIMENTAL STUDY OF CONTRAST MODEL FOR CHARACTERISTICS OF PILE UNDER LATERAL LOAD ACTION IN FROZEN AND THAWED SOILS[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(10): 66-70. doi: 10.13204/j.gyjz201310015
[10]	Li Hui-ling, Xu Yu-sheng, Hu Rong-hua. FIELD TEST RESEARCH ON DYNAMIC REPLACEMENT FOR TREATMENT OF SOFT SUBSOIL[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(10): 83-88. doi: 10.13204/j.gyjz201210019
[11]	Fang Zhi, Wang Fei, Yin Xinfeng, Wang Cheng. EXPERIMENTAL STUDY ON SEISMIC PERFORMANCE OF RC BOX PIERS[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(3): 12-19. doi: 10.13204/j.gyjz201203003
[12]	Yu Kequan, Yu Jiangtao, Tang Bo. EXPERIMENTAL AND FINITE ELEMENT ANALYSIS ON THE ULTIMATE BEARING CAPACITY OF HOLLOW SPHERICAL JOINTS WITH RIBBED STIFFENER[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(8): 85-90. doi: 10.13204/j.gyjz201108021
[13]	Wang Fei, Wang Wei, Chen Yiyi. EXPERIMENT ON STATIC BEARING CAPACITY OF MULTI-PLANAR INTERNALLY STIFFENED CHS TUBULAR JOINTS[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(6): 102-106. doi: 10.13204/j.gyjz201006023
[14]	Zhao Liping, Xiang Li, Lu Chen, Han Shilin. ANALYSIS OF BEARING LOAD CHARACTERISTIC OF SQUEEZED BRANCH AND PLATE PILE GROUP FOUNDATION UNDER LATERAL LOAD[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(10): 52-56. doi: 10.13204/j.gyjz200910014
[15]	Shen Baohan, Wang Yan, Zhao Hui, Zhou Xiaobo, Wang Xing, He Jiandong, He Dexin, Qi Zhicheng. TEST STUDY OF COMPRESSION AND TENSION BEARING MECHANISM OF DX PILES WITH DOUBLE BULBS AT BEIJING BGFD WIND POWER STATION[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(2): 45-54,79. doi: 10.13204/j.gyjz200902006
[16]	Xu Biao, Wang Qi-zhi. DEFORMATION PROPERTY OF PILE GROUP COMPOSITE FOUNDATION IN LAYERED SOIL SUBJECTED TO A HORIZONTAL LOAD[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(12): 88-92. doi: 10.13204/j.gyjz200712021
[17]	Zhou An, . EXPERIMENT ON ULTIMATE BEARING CAPACITY AND SHEAR RIGIDITY OF STUD CONNECTORS[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(10): 84-87. doi: 10.13204/j.gyjz200710023
[18]	Jiang Jianping, Gao Guangyun. STUDY ON BEARING CAPACITY PER VOLUME OF BORED-CAST-PLACE PILES[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(9): 43-45.
[19]	Liu Zhigang, Wang Qizhi, Peng Shengen. DEFORMATION BEHAVIOR OF COMPOSITE FOUNDATION UNDER HORIZONTAL LOADING[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(2): 60-63. doi: 10.13204/j.gyjz200502017
[20]	Lu Hailin, Sun Chengfang, Yue Lin. EXPERIMENTAL RESEARCH ON ULTIMATE BEARING CAPACITY OF STEEL FIBER REINFORCED CONCRETE THICK PILE CAP WITH TWO PILES[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(8): 38-40. doi: 10.13204/j.gyjz200408013