Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Method for monitoring soil squeezing effect of tubular pile
The invention relates to the technical field of civil engineering, and particularly discloses a tubular pile soil squeezing effect monitoring method, which comprises a monitoring system, the monitoring system comprises a data acquisition module and a data processing analysis module, and the method comprises the following steps: S1, the data acquisition module acquires data before and after pile sinking, and transmits the acquired data to the data processing analysis module in real time; s2, a data processing and analyzing module preprocesses the collected displacement data and pore water pressure data, wherein the preprocessing further comprises marking abnormal data and sending out an abnormal prompt; the data processing and analyzing module records the engineering geological condition of the pile sinking soil body; and the data processing and analyzing module is used for classifying/clustering/predicting the displacement data and the pore water pressure data by adopting a machine learning algorithm in combination with engineering geological conditions. The scheme is used for solving the problem that the existing monitoring on the pile sinking of the pipe pile is known only after the problem appears for a period of time and becomes obvious, so that the problem is found to be hysteretic.
本发明涉及土木工程技术领域，具体公开了一种管桩挤土效应监测方法，包括监测系统，监测系统包括数据采集模块、数据处理分析模块，包括如下步骤：S1、数据采集模块采集沉桩前后的数据，采集的数据实时传输到数据处理分析模块；S2、数据处理分析模块对采集到的位移数据和孔隙水压力数据进行预处理，预处理还包括对异常数据的标记并发出异常提醒；数据处理分析模块录入有沉桩土体的工程地质情况；数据处理分析模块结合工程地质情况采用机器学习算法对位移数据和孔隙水压力数据进行分类/聚类/预测。本方案用以解决现有对管桩沉桩的监测只在问题出现一段时间变得明显后才被知晓而存在的问题发现存在滞后性的问题。
Method for monitoring soil squeezing effect of tubular pile
The invention relates to the technical field of civil engineering, and particularly discloses a tubular pile soil squeezing effect monitoring method, which comprises a monitoring system, the monitoring system comprises a data acquisition module and a data processing analysis module, and the method comprises the following steps: S1, the data acquisition module acquires data before and after pile sinking, and transmits the acquired data to the data processing analysis module in real time; s2, a data processing and analyzing module preprocesses the collected displacement data and pore water pressure data, wherein the preprocessing further comprises marking abnormal data and sending out an abnormal prompt; the data processing and analyzing module records the engineering geological condition of the pile sinking soil body; and the data processing and analyzing module is used for classifying/clustering/predicting the displacement data and the pore water pressure data by adopting a machine learning algorithm in combination with engineering geological conditions. The scheme is used for solving the problem that the existing monitoring on the pile sinking of the pipe pile is known only after the problem appears for a period of time and becomes obvious, so that the problem is found to be hysteretic.
本发明涉及土木工程技术领域，具体公开了一种管桩挤土效应监测方法，包括监测系统，监测系统包括数据采集模块、数据处理分析模块，包括如下步骤：S1、数据采集模块采集沉桩前后的数据，采集的数据实时传输到数据处理分析模块；S2、数据处理分析模块对采集到的位移数据和孔隙水压力数据进行预处理，预处理还包括对异常数据的标记并发出异常提醒；数据处理分析模块录入有沉桩土体的工程地质情况；数据处理分析模块结合工程地质情况采用机器学习算法对位移数据和孔隙水压力数据进行分类/聚类/预测。本方案用以解决现有对管桩沉桩的监测只在问题出现一段时间变得明显后才被知晓而存在的问题发现存在滞后性的问题。
Method for monitoring soil squeezing effect of tubular pile
一种管桩挤土效应监测方法
CHAI SHAOQIANG (Autor:in) / FENG TIANCHU (Autor:in) / DONG FENGBO (Autor:in) / LIU FENG (Autor:in) / YAN DONGJIE (Autor:in) / TANG WEI (Autor:in) / FAN XIANBIN (Autor:in) / PENG HUI (Autor:in)
12.04.2024
Patent
Elektronische Ressource
Chinesisch
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