DISCUSSION ON THE VALUE OF STRENGTH FOR THE PRELOADED-CONSOLIDATED FOUNDATION

Luo Sihai; Shen Jiaxi

doi:10.13204/j.gyjz200905026

Volume 39 Issue 5

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2009 > 39(5): 118-119,132

Xu Ya-feng, Jia Lian-guang, Wang Lian-guang, Liang Li, Zhang Hai-xia, Bai Shou-yan. STUDY OF HIGH STRENGTH STEEL-REINFORCED CONCRETE FRAME JOINT HYSTERETIC CAPACITY[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(8): 68-70,20. doi: 10.13204/j.gyjz200608021

Citation:

Luo Sihai, Shen Jiaxi. DISCUSSION ON THE VALUE OF STRENGTH FOR THE PRELOADED-CONSOLIDATED FOUNDATION[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(5): 118-119,132. doi: 10.13204/j.gyjz200905026

Citation:

Luo Sihai, Shen Jiaxi. DISCUSSION ON THE VALUE OF STRENGTH FOR THE PRELOADED-CONSOLIDATED FOUNDATION[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(5): 118-119,132. doi: 10.13204/j.gyjz200905026

PDF( 0 KB)

DISCUSSION ON THE VALUE OF STRENGTH FOR THE PRELOADED-CONSOLIDATED FOUNDATION

doi: 10.13204/j.gyjz200905026

1.
Jiangxi University of Science and Technology,Ganzhou 341000,China

Received Date: 2009-01-03
Publish Date: 2009-05-20

Abstract

Abstract

According to 4.2.4 of the GB 500072002 Code for Design of Building Foundation National Standard,for the preloadedconsolidated foundation,the shear strength parameters may be tested by consolidated-undrained test.Theoretically,the shear strength calculated by strength parameters measured by consolidated-undrained test is not always higher than that calculated from unconsolidated-undrained strength parameters,which might lead to the fact that the ground bearing capacity calculated from CU strength parameters is lower than that from UU strength parameters.The cases are analyzed when it occurs by applying the orthogonal design method and adopting the computational formula of ground bearing capacity and its coefficients of ground bearing capacity offered by the Code.
- foundation code,
- ground bearing capacity,
- test method,
- orthogonal design

FullText(HTML)

References(1)

References

汪荣鑫.数理统计[M].西安:西安交通大学出版社,1986.

Relative Articles

[1]	LAN Tao, LI Ran, MEN Jinjie, ZHANG Liang, LIAO Fanzhi. INFLUENCE OF WELDING STRESS ON MECHANICAL PERFORMANCES OF DOUBLE-LAYER SHOULDER BEAMS WITH MULTI-LIMB MIDDLE COLUMNS OF CONCRETE-FILLED STEEL TUBES AND TEST DEGSIN FOR THE BEARING PERFORMANCES[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(9): 41-46,165. doi: 10.13204/j.gyjzG20082303
[2]	NIE Yuhan, WEI Yang, YANG Bo, CHEN Si, ZHAO Kang. EXPERIMENTAL RESEARCH ON SHEAR RESISTANCE OF STEEL PLATE CONNECTORS FOR BAMBOO-CONCRETE COMPOSITE STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(6): 111-116. doi: 10.13204/j.gyjzG20072604
[3]	LAI Xiuying, CHEN Zhaoyu, ZHENG Juan. EXPERIMENTAL RESEARCH ON CREEP OF CONCRETE FILLED STEEL TUBES UNDER ECCENTRIC COMPRESSION[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(9): 139-146. doi: 10.13204/j.gyjz201904300010
[4]	Guo Lixiang Li Ting Yang Jian Huang Hong, . EXPERIMENT AND FINITE-ELEMENT CALCULATION STUDY ON CONCRETE-FILLED DOUBLE SKIN STEEL TUBULAR MEMBERS UNDER COMPRESSION AND TORSION[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(7): 148-152. doi: 10.13204/j.gyjz201507030
[5]	Ye Yong, Jiang Shiyong, Fei Wei, Dong Yu, He Rangpeng. COMPARISON BETWEEN TENSILE STRENGTH TEST METHODS OF L-TYPE AND U-TYPE BFRP STIRRUPS UNDER THE SHEAR STATE[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(2): 110-112,137. doi: 10.13204/j.gyjz201302022
[6]	Xie Li, Chen Mengcheng, Huang Hong. EXPERIMENTAL STUDY ON RECTANGULAR CONCRETE-FILLED DOUBLE-SKIN STEEL TUBES SUBJECTED TO ECCENTRIC COMPRESSIVE LOAD[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(5): 128-131. doi: 10.13204/j.gyjz201305027
[7]	Zhang Peng, Nie Wei, Deng Yu, Qu Jian, Liu Fengtao, Ling Yaqing, Ji Shuai. EXPERIMENTAL STUDY AND CALCULATION ON DEFLECTION OF THE NEW CFRP-PCPS CONCRETE BEAM[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(12): 78-81,103. doi: 10.13204/j.gyjz201312014
[8]	Jiang Fengchang, Jiang Ye, Chen Hongqiu, Xi Youfang, Ju Pingguo. EXPERIMENTAL STUDY OF SEISMIC BEHAVIORS OF CORRODED REINFORCED CONCRETE COLUMNS STRENGTHENED WITH WRAPPED CFRP SHEETS[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(10): 153-159,165. doi: 10.13204/j.gyjz201310031
[9]	Wang Bin, Zheng Shansuo, Zhou Xuefeng. EXPERIMENTAL STUDY ON SEISMIC BEHAVIOR OF SRHSHPC BEAMS[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(12): 21-24,40. doi: 10.13204/j.gyjz201212006
[10]	Liu Feng, Bai Guoliang, Chai Yuanyuan, Wu Shuhai. EXPERIMENTAL RESEARCH ON RECYCLED AGGREGATE CONCRETE TENSILE AND SHEAR STRENGTH[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(12): 70-74. doi: 10.13204/j.gyjz201012018
[11]	Yang Weijun, Zhang Zhenhao, Liu Chenwei. EXPERIMENTAL STUDY ON MECHANICAL PROPERTY OF STIFFENING RIBBED HOLLOW PIPE CAST-IN-PLACE REINFORCED CONCRETE GIRDERLESS FLOOR[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(9): 41-47. doi: 10.13204/j.gyjz201009013
[12]	Liu Xiang, Wu Yongbo. EXPERIMENT AND SIMULATION ANALYSIS OF BEARING CAPACITY OF CONCRETE－FILLED RECTANGULAR STEEL TUBE BEAM[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(7): 91-94,104. doi: 10.13204/j.gyjz201007023
[13]	Yang Yongxin, Zhao Jinjie, Yue Qingrui, Lian Jie. EXPERIMENT ON BEARING CAPACITY OF REINFORCED CONCRETE COLUMN WITH HRBF500[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(11): 26-28. doi: 10.13204/j.gyjz200911007
[14]	Zhao Jinjie, Zhang Qinxi, Yang Yongxin, Yang Meng, Lian Jie. EXPERIMENTAL INVESTIGATION OF FLEXURAL BEARING CAPACITY OF CONCRETE BEAMS WITH HRBF500 BARS[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(3): 52-55. doi: 10.13204/j.gyjz200903016
[15]	Liu Hang, Zhu Xiaofeng, Li Chenguang, Liu Chongyan, Zuo Yongzhi, Shi Gang. TEST & ANALYSIS OF IN-PLANE FLEXURAL BEHAVIORS OF STRENGTHENED GLASS RIBS FOR ALL-GLASS CURTAIN WALL[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(11): 113-117. doi: 10.13204/j.gyjz200911026
[16]	Jiang Lixue, Zheng Qiaowen. TESTS OF SEISMIC BEHAVIOR OF REINFORCED CONCRETE FRAMES WITH INFILLED WALL OR STRENGTHENED INFILLED WALL[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(10): 40-47. doi: 10.13204/j.gyjz200910012
[17]	Gao Wanyang, Lu Zhoudao. TEMPERATURE FIELD ANALYSIS OF INSULATED CARBON FRP-STRENGTHENED CONCRETE MEMBERS USING ANSYS SOFTWARE[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(6): 117-121. doi: 10.13204/j.gyjz200806030
[18]	Li Chengyu, Guo Yaojie, Li Meidong. EXPERIMENTAL RESEARCH ON THE JOINT STIFFNESS OF CFT_STEEL BEAM SPACE JOINT WITH OUTER CONCENTRIC ANNULAR_STIFFER[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(9): 81-83,110.
[19]	Han Xiaolei, He Ruibo, Ji Jing. EXPERIMENTAL RESEARCH ON CFST CONNECTIONS WITH RING PLATE AND STEEL CORBELS THROUGH THE CORE[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(11): 21-23,30. doi: 10.13204/j.gyjz200511006
[20]	Yang Youfu, Han Linhai. RESEARCH ON CALCULATING METHOD FOR FIRE PROTECTION OF CONCRETE-FILLED STEEL TUBULAR COLUMNS[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(1): 14-17. doi: 10.13204/j.gyjz200401004