| 水泥土无侧限抗压强度室内试验研究 |
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| 引用本文： | 嵇晓雷,朱逢斌.水泥土无侧限抗压强度室内试验研究[J].四川建筑科学研究,2011,37(5):146-148. |
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| 作者姓名： | 嵇晓雷 朱逢斌 |
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| 作者单位： | 1. 江苏广播电视大学建筑工程系,江苏南京,210036
2. 苏州科技学院土木工程学院,江苏苏州,215011 |
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| 摘 要： | 通过对水泥土室内配方试验结果的归纳与分析,研究了水泥土无侧限抗压强度与土的水泥掺量、龄期和含水率等影响因素的关系。试验结果表明,水泥搅拌桩能有效提高土体无侧向抗压强度,为今后水泥土搅拌桩的设计和施工提供了参考依据。
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| 关 键 词： | 水泥土 无侧限抗压强度 影响因素 |
Laboratory experimental study of the unconfined compressive strength of soil-cement |
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| JI Xiaolei,ZHU Fengbin.Laboratory experimental study of the unconfined compressive strength of soil-cement[J].Building Science Research of Sichuan,2011,37(5):146-148. |
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| Authors: | JI Xiaolei ZHU Fengbin |
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| Affiliation: | JI Xiaolei 1,ZHU Fengbin2(1.Department of Construction Engineering,Jiangsu Radio and TV University,Nanjing 210036,China,2.College of Civil Engineering,Suzhou University of Science and Technology,Suzhou 215011,China) |
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| Abstract: | Through generalizing and analyzing the laboratory testing results of cement soil,this paper mainly studys the relations of several effective elements,such as the unconfined compression strength,the cement soil,the age,the water content of soil,etc.The testing results show that stir pile of cement soil can improve the unconfined compression strength of soil effectively,which provide the reference grounds for the design of stri pile of cement soil and construction. |
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| Keywords: | soil-cement unconfined compressive strength influencing factors |
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