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Penetration rate-controlled electrical resistivity and temperature piezocone penetration tests in warm ice-rich permafrost in Northern Quebec (Canada)

机译:在魁北克北部(加拿大)的富含冰的多年冻土中,渗透率控制的电阻率和温度压电锥渗透测试

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Electrical resistivity and temperature piezocone penetration test (RTCPTU) was carried out in warm ice-rich permafrost formed in silty soil near Umiujaq, Northern Quebec, Canada, to study the cryostratigraphy of permafrost and adapt soil classification charts for the interpretation of RTCPTU in such environment. A linear pushing system based on an actuator technology was used to accurately control the penetration rate of the piezocone in permafrost. According to the interpretation of the RTCPTU logs, cryostratigraphic contacts and layers such as the thawing front, permafrost table and base, active layer, ice-rich permafrost and perennially noncryotic ground, layers of ice-poor frozen silt, and ice lenses were identified. Due to its reticulated cryostructure made of a sequence of centimetric thick ice lenses and frozen soil layers, ice-rich permafrost is characterized by extremely variable values of cone resistance and friction ratio corrected for pore pressure effects, pore pressure, and electrical resistivity between 5 and 50MPa, 0.01 and 2%, near zero and 10 MPa, and 0.01 and 20 kΩ-m, respectively. Cone resistance up to 50 MPa, friction ratio down to 0.01%, pore pressure near 10 MPa, and electrical resistivity close to 10 kΩ-m are characteristics of thick ice lenses. The layers of ice-poor frozen silt with high unfrozen water content have cone resistance lower than 10 MPa, friction ratio in excess of 1%, pore pressure lower than 3 MPa, and electrical resistivity lower than 1 kΩ-m. Based on permafrost behaviour types as characterized from the RTCPTU logs, new zones are proposed in soil classification charts to identify frozen soils. These adapted soil classification charts are helpful to practitioners for the interpretation of RTCPTU carried out in permafrost.
机译:在加拿大北部魁北克Umiujaq附近粉质土壤中形成的富含热冰的多年冻土中进行了电阻率和温度压电锥渗透试验(RTCPTU),以研究多年冻土的冷冻地层学,并采用土壤分类图来解释这种环境中的RTCPTU 。基于致动器技术的线性推动系统用于精确控制永久冻土中压电锥的渗透率。根据对RTCPTU测井的解释,可以识别出冰冻地层的接触面和层,例如融化的锋面,多年冻土的表层和基底,活动层,富含冰的永久冻土和多年生的非冰冻地面,贫冰的冻结粉砂层和冰晶。由于其网状低温结构是由一系列厘米厚的冰晶和冻结的土壤层构成的,因此富含冰层的多年冻土的特征在于,锥孔电阻和摩擦比的极可变值已针对孔隙压力效应,孔隙压力和电阻率进行了校正,介于5到5之间。分别为50MPa,0.01和2%,接近零和10 MPa,以及0.01和20kΩ-m。厚冰透镜的特征是高达50 MPa的锥体电阻,低至0.01%的摩擦比,接近10 MPa的孔隙压力和接近10kΩ-m的电阻率。未冻结水含量高的贫冰冻结粉砂层的锥度电阻低于10 MPa,摩擦比超过1%,孔隙压力低于3 MPa,电阻率低于1kΩ-m。基于RTCPTU日志中描述的多年冻土行为类型,在土壤分类图中提出了新的区域来识别冻土。这些经过修改的土壤分类图有助于从业人员解释多年冻土地区进行的RTCPTU。

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