Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Rock mass permeability coefficient calculation method based on seepage-stress coupling high-pressure water pressure test
The invention relates to a rock mass permeability coefficient calculation method based on a seepage-stress coupling high-pressure water pressure test. The calculation method comprises the following steps: (1) setting a seepage continuity equation; (2) a stress control equation; and (3) a flow calculation formula. According to the method, the obtained permeability coefficient result is more accurate and reliable, a large amount of time and cost are saved, and another calculation method which is more practical is provided for solving the permeability coefficient of the high-pressure water pressure test.
本发明涉及基于渗流‑应力耦合高压压水试验岩体渗透系数计算方法,所述的计算方法包括以下步骤内容:(1)渗流连续性方程;(2)应力控制方程;(3)流量计算公式。本发明获得的渗透系数结果更为准确可靠,节省了大量时间和成本,为高压压水试验渗透系数求取提供了另一种更符合实际的计算方法。
Rock mass permeability coefficient calculation method based on seepage-stress coupling high-pressure water pressure test
The invention relates to a rock mass permeability coefficient calculation method based on a seepage-stress coupling high-pressure water pressure test. The calculation method comprises the following steps: (1) setting a seepage continuity equation; (2) a stress control equation; and (3) a flow calculation formula. According to the method, the obtained permeability coefficient result is more accurate and reliable, a large amount of time and cost are saved, and another calculation method which is more practical is provided for solving the permeability coefficient of the high-pressure water pressure test.
本发明涉及基于渗流‑应力耦合高压压水试验岩体渗透系数计算方法,所述的计算方法包括以下步骤内容:(1)渗流连续性方程;(2)应力控制方程;(3)流量计算公式。本发明获得的渗透系数结果更为准确可靠,节省了大量时间和成本,为高压压水试验渗透系数求取提供了另一种更符合实际的计算方法。
Rock mass permeability coefficient calculation method based on seepage-stress coupling high-pressure water pressure test
基于渗流-应力耦合高压压水试验岩体渗透系数计算方法
CHENG WEI (Autor:in) / ZHANG WEIPING (Autor:in) / ZHOU HUA (Autor:in) / HUANG QINGFU (Autor:in) / WANG JINGUO (Autor:in) / ZHAO FUGANG (Autor:in) / YANG YUN (Autor:in) / SHAO GUOHUI (Autor:in) / CHEN HONGJIE (Autor:in) / WANG YONGHUI (Autor:in)
20.01.2023
Patent
Elektronische Ressource
Chinesisch
Seepage Evolution Model of the Fractured Rock Mass under High Seepage Pressure in Dam Foundation
DOAJ | 2021
|British Library Conference Proceedings | 2004
|Study on Seepage Simulation of High Pressure Grouting in Microfractured Rock Mass
DOAJ | 2021
|Coupling Analysis of Seepage and Stress in Jointed Rock Mass of Equivalent Continuum
British Library Conference Proceedings | 2011
|