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塑性混凝土的研究
引用本文:李广森,高峰华,李莉,李纵,张国权. 塑性混凝土的研究[J]. 中国港湾建设, 2010, 0(5): 39-43
作者姓名:李广森  高峰华  李莉  李纵  张国权
作者单位:中交一航局第三工程有限公司,辽宁大连116001
摘    要:防渗墙采用塑性混凝土施工,应具有良好的可施工性,通过塑性混凝土配合比的设计,可以满足其施工要求。当固定膨润土的掺量、改变水泥用量时,塑性混凝土28 d的立方体抗压强度、轴心抗压强度、立方体劈裂抗拉强度、轴心抗拉强度、静力抗压弹性模量随着水泥用量的增加而增加;如果固定水泥掺量、改变膨润土的掺量时,结果却与其相反。

关 键 词:塑性混凝土  配合比  设计

Study on Plastic Concrete
LI Guang-sen,GAO Feng-hua,LI Li,LI Zong,ZHANG Guo-quan. Study on Plastic Concrete[J]. China Harbour Engineering, 2010, 0(5): 39-43
Authors:LI Guang-sen  GAO Feng-hua  LI Li  LI Zong  ZHANG Guo-quan
Affiliation:(No.3 Eng.Co.,Ltd.of CCCC First Harbor Engineering Co.,Ltd.,Dalian,liaoning 116001,China)
Abstract:Using plastic concrete for impervious wall construction should have good constructability.Through the design of plastic concrete mix proportion,it can satisfy the construction requirements.When the quantity of bentonite is fixed and the dosage of cement is changed,the cubic compressive strength,prism compressive strength,cube tensile splitting strength,prism tensile strength and static compressive elastic modulus of 28 d plastic concrete increase as the dosage of cement increases;if the dosage of cement is fixed and the quantity of bentonite is changed,the result is just opposite to it.
Keywords:plastic concrete  mix proportion  design
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