EXPERIMENT ON IMPERMEABILITY OF PLASTIC CONCRETE

Li Qing-fu; Zhang Peng

doi:10.13204/j.gyjz200704014

Volume 37 Issue 4

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2007 > 37(4): 48-51

Zhao Liya, Liu Baojian, Wang Shutao. EXPERIMENTAL STUDY ON ROAD ENGINEERING PROPERTY OF COMPACTION PHYLLITE MATERIAL ABANDONING[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(12): 84-87,70. doi: 10.13204/j.gyjz201112019

Citation:

Li Qing-fu, Zhang Peng. EXPERIMENT ON IMPERMEABILITY OF PLASTIC CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(4): 48-51. doi: 10.13204/j.gyjz200704014

Citation:

Li Qing-fu, Zhang Peng. EXPERIMENT ON IMPERMEABILITY OF PLASTIC CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(4): 48-51. doi: 10.13204/j.gyjz200704014

PDF( 0 KB)

EXPERIMENT ON IMPERMEABILITY OF PLASTIC CONCRETE

doi: 10.13204/j.gyjz200704014

Li Qing-fu¹,
Zhang Peng²

1.
1 College of Environmental &Hydraulic Engineering,Zhengzhou University Zhengzhou 450002;
2.
2 College of Civil &Hydraulic Engineering,Dalian University of Technology Dalian 116024

Received Date: 2006-12-17
Publish Date: 2007-04-20

Abstract

Abstract

It is analysed that the reasons leading to penetrating of plastic concrete and it is pointed out that it is more reasonable to evaluate the impermeability by relative permeability coefficient than by impermeability grade. Meanwhile, the method of relative permeability coefficient is given. The influence rule of each factor on the permeability of plastic concrete was drawn on the basis of plenty of experiments on influence factors of plastic concrete. s impermeability.
- plastic concrete,
- impermeability,
- permeability coefficient,
- influence factors

FullText(HTML)

References(7)

References

刘纪昌.塑性混凝土防渗墙的开发与应用技术.水利水电施工,1996 (3):14-18

[2] DL/T 5150-2001 水工混凝土试验规程

[3] 朱冠美.三峡二期围堰防渗墙塑性混凝土性能试验研究.人民长江,1998,29 (4):14-15

[4] 张杰,王晓媛.提高防水混凝土抗渗性措施.水利天地,2003 (10):37

[5] 肖树斌.塑性混凝土防渗墙的抗渗性和耐久性.水力发电,1999 (11):24-27

[6] 赵丁.水泥混凝土抗渗性的试验研究.东北公路,2001,24 (1):83-85

[7] 张鹏,李清富.塑性混凝土抗压强度试验研究.工业建筑,2007,37(1):73-76

Relative Articles

[1]	LIU Li, ZHANG Qin, YAN Rongtao, ZHAO Yanping, JIANG Dawei. Tensile Characteristics of Fully Weathered Phyllite Soil[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(12): 166-170. doi: 10.13204/j.gyjzG21112405
[2]	ZHAO Xiaowan, XU Yidong, DAI Di, CAO Tianci, LI Yifan, PENG Jie. EXPERIMENTAL STUDY ON PAVEMENT PERFORMANCES OF CEMENT-STABILIZED SOIL REINFORCED WITH SUPER ABSORBENT POLYMERS[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(11): 154-158. doi: 10.13204/j.gyjzG20110202
[6]	Wang Feng, Meng Lubo, Li Tianbin. EFFECTS OF JOINT PLANE ON PHYSICAL AND MECHANICAL PROPERTIES OF PHYLLITE[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(08): 108-113.
[7]	Wang Shuai, Yang Ming, Zhu Han, Wang Dong, Liu Fei. EXPERIMENT RESEARCH ON CRUSHED CERAMSITE CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(4): 111-114,101. doi: 10.13204/j.gyjz201304023
[8]	Wang Zihan, Zhou Jian, Zhao Zhenping, Zhang Jiao. EXPERIMENTAL STUDY ON STRENGTH AND CRUSHING BEHAVIOR OF COARSE-GRAINED SOIL[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(8): 90-93,14. doi: 10.13204/j.gyjz201308019
[9]	Yan Peiyu, Chen Zhicheng. THE AUTOGENOUS SHRINKAGE OF CONCRETES PREPARED WITH THE BINDERS CONTAINING DIFFERENT KINDS OF MINERAL ADMIXTURE[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(6): 124-127. doi: 10.13204/j.gyjz201106026
[10]	Yao Yangping, Huang Guan, Wang Naidong, Liu Hanlong. STRESS-STRAIN CHARACTERISTIC AND THREE-DIMENSIONAL CONSTITUTIVE MODEL OF ROCKFILL CONSIDERING CRUSHING[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(9): 12-17,104. doi: 10.13204/j.gyjz201109003
[11]	Zhang Weijing, Lin Jia, Hu Xiaobin. DESIGN STUDY ON A PROTECTING STRUCTURE FOR A LIMESTONE CRUSHER[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(10): 131-135. doi: 10.13204/j.gyjz200910029
[12]	Wang Naidong, Yao Yangping. MECHANICAL DESCRIPTION FOR GRANULAR MATERIAL EXHIBITING PARTICLE CRUSHING[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(8): 17-20. doi: 10.13204/j.gyjz200808005
[13]	Hou Hao-bo, Zhou Min, Zhang Da-jie, Liang Jing. CHARACTERISTICS OF SOIL STABILIZED BY HAS STABILIZER AND ITS ENGINEERING USE[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(7): 32-34. doi: 10.13204/j.gyjz200607007