西南石油大学学报(自然科学版) ›› 2021, Vol. 43 ›› Issue (4): 1-10.DOI: 10.11885/j.issn.16745086.2021.04.29.04

• 深层和非常规油气钻完井专刊 • 上一篇    下一篇

三轴加载过程中大理岩力学及声波响应特征研究

孟英峰1, 杨风强1, 李诚2, 尹瀚翔2, 刘厚彬1   

  1. 1. 油气藏地质及开发工程国家重点实验室·西南石油大学, 四川 成都 610500;
    2. 中国石油西南油气田公司川西北气矿, 四川 江油 621700
  • 收稿日期:2021-04-29 发布日期:2021-08-06
  • 通讯作者: 刘厚彬,E-mail:liuhoubin523@sina.com
  • 作者简介:孟英峰,1954年生,男,汉族,河北保定人,教授,博士生导师,主要从事储层保护与欠平衡钻井技术的教学和研究工作。E-mail:cwctmyf@vip.sina.com
    杨风强,1996年生,男,汉族,山东德州人,硕士研究生,主要从事岩石力学与井壁稳定性等相关方面的研究工作。E-mail:1402207804@qq.com
    李诚,1988年生,男,汉族,四川南充人,工程师,主要从事钻完井、试油及井控技术方面工作。E-mail:licheng88@petrochina.com.cn
    尹瀚翔,1987年生,男,汉族,四川南充人,工程师,主要从事开发井井工程现场技术管理及勘探开发部署等方面工作。E-mail:yinhanxiang@petrochina.com.cn
    刘厚彬,1980年生,男,汉族,山东东平人,副教授,博士(后),主要从事岩石力学与井壁稳定、钻井提速等方面的研究。E-mail:liuhoubin523@sina.com
  • 基金资助:
    国家自然科学基金重点项目(51134004)

A Study on the Mechanical Properties and Acoustic Response Characteristics of Marble in the Process of Triaxial Mechanical Loading

MENG Yingfeng1, YANG Fengqiang1, LI Cheng2, YIN Hanxiang2, LIU Houbin1   

  1. 1. State Key Laboratory of Oil and Gas Reservoir Geology and Exploitation, Southwest Petroleum University, Chengdu, Sichuan 610500, China;
    2. Northwest Sichuan Gas District, PetroChina Southwest Oil & Gas Field Company, Jiangyou, Sichuan 621700, China
  • Received:2021-04-29 Published:2021-08-06

摘要: 深部地层岩石所处力学环境异常复杂,高应力下岩石力学性能、破坏规律及声波响应特征研究可为深井关键参数科学化设计提供依据。对大理岩开展了不同围压条件下的三轴力学实验,分析了不同围压条件下加载过程中大理岩的应力-应变、声波特征,探讨了强度准则适用性和岩石应力-应变与动态声学响应机制。研究表明,力学加载过程中,岩样波速变化分为“迅速增加-匀速增加-阶梯下降”和“迅速增加-匀速增加-保持稳定-阶梯下降-减速下降”两种类型,在岩样破坏之前,岩样的波速和振幅均有不同程度的减小;随着围压的增加,大理岩抗压强度和弹性模量均增加,岩样破坏形式由劈裂式向剪切式过渡。围压对大理岩次生裂纹的产生有抑制作用,直线型Morh-Coulomb准则和单参数Bieniawski强度准则分别适用于低围压和高围压条件下大理岩的强度特征描述。研究为深井岩石破裂的预测以及强度准则的建立提供了重要理论依据。

关键词: 深部大理岩, 力学参数, 强度准则, 声波速度, 声波振幅

Abstract: The mechanical environment of deep stratum rocks is extremely complex. The study of rock mechanical properties, failure laws and acoustic response characteristics under high stress can provide a basis for the scientific design of key parameters of deep wells. This paper carried out triaxial mechanical experiments on marble under different confining pressure conditions, analyzed the stress-strain and acoustic characteristics of marble during loading under different confining pressure conditions, and discussed the applicability of strength criteria and rock stress-strain and dynamics, acoustic response mechanism. Research shows that during the mechanical loading process, the wave velocity of the rock sample can be divided into two types: “rapid increase-uniform increase-step down” and “rapid increase-uniform increase-maintain stability-step down”; before the rock sample is damaged, the wave speed of the rock sample and amplitude of the rock sample decrease in different degrees; with the increase of confining pressure, the compressive strength and elastic modulus of marble increase, and the failure mode of the rock sample changes from splitting to shearing. Confining pressure has an inhibitory effect on the occurrence of secondary cracks in marble; the linear Morh-Coulomb criterion and the single parameter Bieniawski criterion are applicable to the description of the strength characteristics of marble under low and high confining pressures, respectively. The research in this paper provides an important theoretical basis for the prediction of rock fracture in deep wells and the establishment of strength criteria.

Key words: deep marble, mechanical parameters, strength criterion, speed of sound wave, amplitude of sound wave

中图分类号: