DESIGN AND CHOICE OF DURABILITY ASSESSMENT PARAMETER OF CONCRETE IN SALTY SOIL REGION

Qiao Hongxia; Zhou Mingru; Zhu Yanpeng; He Zhongmao

doi:10.13204/j.gyjz201006007

Volume 40 Issue 6

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2010 > 40(6): 27-30,78

Li Yongjing, Zhang Jing, Zhang Xu. THE VIBRATION CONTROL EFFECT ANALYSIS OF TORSION COUPLING RESPONSE OF ECCENTRIC STRUCTURES WITH THE VISCOUS DAMPERS[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(5): 68-72. doi: 10.13204/j.gyjz201305015

Citation:

Qiao Hongxia, Zhou Mingru, Zhu Yanpeng, He Zhongmao. DESIGN AND CHOICE OF DURABILITY ASSESSMENT PARAMETER OF CONCRETE IN SALTY SOIL REGION[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(6): 27-30,78. doi: 10.13204/j.gyjz201006007

Citation:

PDF( 0 KB)

DESIGN AND CHOICE OF DURABILITY ASSESSMENT PARAMETER OF CONCRETE IN SALTY SOIL REGION

doi: 10.13204/j.gyjz201006007

1.
1. College of Civil Engineering,Lanzhou University of Technology,Lanzhou 730050,China;
2.
2. Gansu Science Research Institute of Civil Engineering,Lanzhou 730020,China

Received Date: 2009-05-21
Publish Date: 2010-06-20

Abstract

Abstract

After designing rationally the assessment targets on concrete durability，the assessment parameters are used to show the durability deterioration course of concrete in sulfate environment. The results show that every performance deterioration degree of concrete can be compared on the same coordination axis by assessment parameters. The assessment parameters are applicable to the same determination criterion，and the determination principle is simple and convenient. The comparing of the deterioration course and sensitivity degree of concrete performance is much easy. If concrete performance of anti-sulfate erosion is tested at laboratory，the result assessment ought to be done by the two non-destructive test assessment parameters.
- concrete,
- durability,
- assessment parameter,
- design

FullText(HTML)

References(5)

References

[2] 余红发，孙伟，屈武，等. 盐湖环境条件下抗腐蚀混凝土电杆的研究与开发[J]. 混凝土与水泥制品，2003，129:23-24.

樊自立，马英杰，马映军. 中国西部地区的盐渍土及其改良利用[J]. 干旱区研究，2001，18(3) :1-6.

[3] Parrott L J. Some Effects of Cement and Curing up on Carbonation and Reinforcement Corrosion in Concrete [J ]. Materials and Structures，1996，29(4) :164-173.

[4] 谢永江，仲新华，朱长华，等. 青藏铁路桥隧结构用高性能混凝土的耐久性研究[J]. 中国铁道科学，2003，24 ( 1 ) :108-112.

[5] 高礼雄. 掺矿物掺合料水泥基材料的抗硫酸盐侵蚀性研究[D]. 北京:中国建筑材料科学研究院，2005.

Relative Articles

[1]	XUE Hao, LIU Jinyang, LUO Zheng, XUE Jianyang, GE Hongpeng. Parameter Analysis on Damping Effect of a Novel Viscously-Damped Outrigger[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(11): 189-193. doi: 10.13204/j.gyjzG21111515
[2]	Zhu Zhijun Zhang Qing Tan Yongqiang Zhou Xiangjiang, . RESEARCH ON EQUIVALENT ANALYSIS OF TRUSS BEAMS OF PREFABRICATED STEEL FRAME STRUCTURE WITH DIAGONAL BRACING JOINTS[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(10): 24-30. doi: 10.13204/j.gyjz201510005
[3]	Wang Fengsheng. A 3D FEM ANALYSIS OF CREEP DEFORMATION LAW OF ASPHALT PAVEMENT BASED ON BURGERS VISCOELASTIC MODEL[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(03): 104-109. doi: 10.13204/j.gyjz201403022
[4]	Chen Chanhong, Huang Ying, Shan Jian. THE FINITE ELEMENT MODEL STUDY ON THE PRE- TWISTED EULER BEAM[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(5): 94-97. doi: 10.13204/j.gyjz2011205017
[5]	Han Jun, Li Yingmin, Pan Yi, Chen Weixian. RULE OF ELASTO-PLASTIC TORSIONAL RESPONSE OF THE ECCENTRIC FRAME-SHEAR WALL STRUCTURE UNDER EARTHQUAKE ACTION[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(3): 1-6,11. doi: 10.13204/j.gyjz201203001
[6]	Sun Jinkun, Cheng Min, He Xin, Guo Xiaokang. VISCOUS DAMPING SEISMIC DESIGN OF FRAME-SHEAR WALL STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(5): 66-70. doi: 10.13204/j.gyjz201105016
[7]	Sun Jinkun, Guo Xiaokang, He Xin, Feng Yunping. RESEARCH ON VISCOUS DAMPERS APPLIED TO HIGH-RISE SHORT-LEG SHEAR WALLS STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(8): 49-54,73. doi: 10.13204/j.gyjz201108014
[8]	Zhou Zhanxue, Ma Jiansuo, Zhang Hai. NONLINEAR FINITE ELEMENT ANALYSIS OF SEISMIC PERFORMANCE OF BAILIN TEMPLE PAGODA[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(2): 74-76,63. doi: 10.13204/j.gyjz201002017
[9]	Liu Ronggui, Xu Fei. FINITE ELEMENT ANALYSIS OF BONDING ANCHORS FOR EXPERIMENTAL BRIDGE WITH CFRP CABLES[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(12): 61-64. doi: 10.13204/j.gyjz200912016
[10]	Yang Zhao, Dai Shaobin. EXPERIMENTAL STUDY AND FINITE ELEMENT ANALYSIS OF BRICK WALL STRENGTHENED BY CFRP[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(5): 124-127. doi: 10.13204/j.gyjz200905028
[11]	Zhao Wei, Tong Genshu. FINITE ELEMENT ANALYSIS OF STIFFENED T-STUB CONNECTIONS[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(6): 102-105. doi: 10.13204/j.gyjz200806026
[12]	Xie Huali, Zhang Peng, Dong Shier, Ruan Shangzhi, Li Zongxin. FE ANALYSIS OF RESIDUAL STRENGTH OF CORRODED STEEL CHIMNEY AND RESEARCH ON REINFORCEMENT MEASURES[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(7): 116-119. doi: 10.13204/j.gyjz200807029
[13]	Yang Youfa, Cao Jianliang, Zou Yinsheng. DYNAMIC ANALYSIS OF STRUCTURES WITH VISCOUS DAMPERS BASED ON SPACE COOPERATION THEORY[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(7): 38-40. doi: 10.13204/j.gyjz200807009
[14]	Huang Silin, Liang Xingwen, Yang Kejia. SIMULATION ANALYSIS ON BASIC BEHAVIOR OF HIGH?STRENGTH CONCRETE SHEAR WALL[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(3): 38-41,71. doi: 10.13204/j.gyjz200703011
[15]	Lu Jun-long, Zhang Yin, Yao Qian-feng. ANALYSIS OF CONSTRUCTION OF RECTIFICATION OF MASONRY PAGODA BY FINITE ELEMENT METHOD[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(12): 122-124. doi: 10.13204/j.gyjz200712029
[16]	Bai Xiao-hong, Bai Guo-liang, Wu Tao. 3-D SEISMIC RESPONSE ANALYSIS OF R.C.FRAME-BENT STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(11): 34-37. doi: 10.13204/j.gyjz200711010
[17]	Xu Qiang, Wu Shengxing. NON-LINEAR FEM ANALYSIS OF INTERACTION AMONG PILE-SUPPORT, PILES AND SOIL OF A CABLE-STAYED BRIDGE[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(5): 16-19. doi: 10.13204/j.gyjz200505004
[18]	Chen Limin, Chen Sizuo. NUMERICAL ANALYSIS AND EXPERIMENTAL STUDY ON LOCAL STABILITY OF CYLINDRICAL SHELL UNDER AXIAL LOADS[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(10): 69-72. doi: 10.13204/j.gyjz200510021
[19]	Zhou Xiaosong, Pei Xingzhu, Liao Shuqing. ANALYSIS OF THE COUPLING RESPONSE BETWEEN TRANSLATION AND TORSION UNDER EARTHQUAKE OF ACTUAL ASYMMETRIC STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(12): 32-36,54. doi: 10.13204/j.gyjz200512010
[20]	Zuo Zhongjie, Chen Liu, Yu Weixiong, Lou Yu, Liu Weiqing. THE FINITE ELEMENT METHOD AND EXPERIMENTAL STUDY ON MODEL ANALYSIS OF THE ELASTICALLY SUPPORTED PLATFORM STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(8): 53-55. doi: 10.13204/j.gyjz200408018