水泥土抗压抗剪强度及相关性研究*
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国家自然科学基金项目(51778211);江苏省自然科学基金项目(BK20171434)


Study on compressive and shear strength of cement-mixed soil and correlation
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    摘要:

    为探究水泥土抗压、抗剪强度参数之间关系,配制不同水泥配比的水泥土试样,对不同龄期下的各试样开展无侧限抗压强度试验和快剪试验,得到水泥土的抗压、抗剪强度参数,并分析强度参数随水泥配比变化规律,确定16%水泥掺量、0.50水灰比为依托工程的水泥配比,建立水泥土无侧限抗压强度与黏聚力、变形模量的关系。结果表明,水泥土试样的无侧限抗压强度和黏聚力都会随水泥掺量的增加而增加,且无侧限抗压强度和黏聚力呈线性关系;掺入水泥的软弱土,其无侧限抗压强度和抗剪强度都明显提高;淤泥质土和淤泥土层的水泥土变形模量小于规范推荐值。

    Abstract:

    To explore the relationship between the compressive strength and shear strength parameters of cement-mixed soil,we prepare the cement-mixed soil samples with different cement ratios,carry out the unconfined compressive strength test and fast shear test for each sample under different ages,obtain the parameters of compressive strength and shear strength of cement soil,analyze the variation law of strength parameters with cement ratio,determine the cement ratio of 16% and 0.50 water-cement ratio for the project,establish the relationships of unconfined compressive strength and cohesion,and unconfined compressive strength and deformation modulus of cement-mixed soil. The results show that the unconfined compressive strength and cohesion of cement-mixed soil samples increase with the cement ratio,and the unconfined compressive strength and cohesion present a linear relationship. The unconfined compressive strength and shear strength of soft soil mixed with cement obviously improve. The deformation modulus of muddy soil is less than the recommended value of code.

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陈晓静,王保田,左晋宇,等.水泥土抗压抗剪强度及相关性研究*[J].水运工程,2021(8):169-175.

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  • 在线发布日期: 2021-08-02
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