白林, 张延军, 郭亮亮, 张通. 2015: 岩石Biot系数对地层沉降量影响规律研究. 工程地质学报, 23(s1): 278-283. DOI: 10.13544/j.cnki.jeg.2015.s1.044
    引用本文: 白林, 张延军, 郭亮亮, 张通. 2015: 岩石Biot系数对地层沉降量影响规律研究. 工程地质学报, 23(s1): 278-283. DOI: 10.13544/j.cnki.jeg.2015.s1.044
    BAI Lin, ZHANG Yanjun, GUO Liangliang, ZHANG Tong. 2015: EXPERIMENTAL RESEARCH ON EFFECT OF BIOT COEFFICIENT ON SETTLEMENT FORMATION. JOURNAL OF ENGINEERING GEOLOGY, 23(s1): 278-283. DOI: 10.13544/j.cnki.jeg.2015.s1.044
    Citation: BAI Lin, ZHANG Yanjun, GUO Liangliang, ZHANG Tong. 2015: EXPERIMENTAL RESEARCH ON EFFECT OF BIOT COEFFICIENT ON SETTLEMENT FORMATION. JOURNAL OF ENGINEERING GEOLOGY, 23(s1): 278-283. DOI: 10.13544/j.cnki.jeg.2015.s1.044

    岩石Biot系数对地层沉降量影响规律研究

    EXPERIMENTAL RESEARCH ON EFFECT OF BIOT COEFFICIENT ON SETTLEMENT FORMATION

    • 摘要: 石油、天然气及地热等资源开采会引起地面沉降, 现今进行地面沉降计算时往往忽略Biot系数对压缩值和沉降量的影响, 通常默认Biot系数值等于1。故理论计算沉降量与实际产生的结果间存在一定的误差。这可能对工程成本投入, 工程设计等产生一定的影响。因此, 为了研究Biot系数对沉降量的影响, 更为准确的计算地层真实沉降量, 本文通过声波测试及室内岩石三轴压缩两种方法对岩石Biot系数进行测定, 声波测试试验通过测得纵波和横波波速计算Biot系数为0.528, 通过三轴排水试验和限制压力与水压等量增长试验分别获得了试验计算出Biot系数为0.665。最终通过FLAC3D软件计算Biot系数为1及Biot系数为试验实测值的地层沉降量, 研究岩石Biot系数对地层沉降量的影响, 研究发现沉降量随着Biot系数的增大而增大。

       

      Abstract: In the calculation of the settlement caused by exploiting the oil and gas, the previous calculation dosen't consider the effect of biot coefficient on the amount of compression and settlement, and defaults the biot coefficient is equal to 1. So the error that the theoretical calculation value deviate from the actual value increases. This may have some impact on the cost of the project investment and project design, in order to study the effect of the settlement amount of Biot coefficient and calculated true formation Settlement. The thesis uses two kinds of methods to obtain biot coefficient of granite samples, which one is acoustic test, another is three axial compression test. Biot coefficient measured by Acoustic test is 0.528. But biot coefficient calculated by that obtained by three axis test method through the drainage test and limit pressure and water pressure equal growth test is 0.665. And in all through establishing the FLAC3D model of land subsidence, Experimental research on effect of Biot coefficient on settlement formation, and writer finds the larger biot coefficient is, the larger ground settlement is .

       

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