Research on crustal stress distribution based on acoustic logging data ——Taking North Region of Renqiu Ordovician Buried Hill of Raoyang Depression for example

LI Jing; ZHA Ming; LIU Zhen

English Version Journal Login

您当前的位置：

首页 >

文章列表页 >

Research on crustal stress distribution based on acoustic logging data ——Taking North Region of Renqiu Ordovician Buried Hill of Raoyang Depression for example

更新时间：2026-06-25

- Research on crustal stress distribution based on acoustic logging data ——Taking North Region of Renqiu Ordovician Buried Hill of Raoyang Depression for example
- Vol. 32, Issue 9, (2011)
- 作者机构：
  
  1. 中国石油大学（华东）储运与建筑工程学院,山东,青岛,266555
  2. 中国石油大学（华东）地球科学与技术学院,山东,青岛,266555
  3. 中国石油集团工程设计有限责任公司北京分公司,北京,100085
- 作者简介：
- 基金信息：
- DOI：
  CLC： P554
- Online First：13 September 2011，
  
  Published：2011
- 稿件说明：
移动端阅览
LI Jing, ZHA Ming, LIU Zhen. Research on crustal stress distribution based on acoustic logging data ——Taking North Region of Renqiu Ordovician Buried Hill of Raoyang Depression for example[J]. 2011, 32(9).
DOI：

LI Jing, ZHA Ming, LIU Zhen. Research on crustal stress distribution based on acoustic logging data ——Taking North Region of Renqiu Ordovician Buried Hill of Raoyang Depression for example[J]. 2011, 32(9). DOI：

摘要

以饶阳凹陷任北奥陶系潜山为例，基于声波测井资料确定了岩石力学参数，视区域边界荷载为未知数，目标井地应力为约束，求解得出区域所受边界力；据此建立地质模型、计算模型、力学模型，对研究区的地应力进行了数值模拟，得出该区域地应力的分布规律及特点。研究结果表明，通过数值模拟求得的地应力值与实际测量地应力值吻合较好；研究区水平最大主应力值主要集中在-61～-118 MPa，水平最大主应力方向中北部为北西方向，南部为近南北方向；最小水平主应力值主要集中在-31～-91 MPa，北部最小应力值方向为北东方向，南部为近东西方向。断裂带附近是应力变化的梯度带，断裂带内主应力值较连续地层小，断层对水平主应力的分布具有显著影响

Abstract

Taking the North Region of Renqiu Ordovician Buried Hill of Raoyang Depression for example

the rock mechanical parameter is defined according to acoustic logging data; the regional boundary loads as unknown condition

the crustal stress of the key well points are taken as constraint conditions

the regional boundary stress is obtained. The geological model

calculation model and mechanical model are established based on it. The distribution rule and characteristic of regional crustal stress are obtained by using simulation in study area. The result shows that the value of crustal stress by numerical simulations is consistent with that of actual measurements. The maximum horizontal principal stress focuses between -61 MPa and -118 MPa in study area

the direction of maximum horizontal principal stress in middle-north part is in west-north

and in south part is in north-south. The minimum horizontal principal stress focuses between -31 MPa and -91 MPa

the direction of minimal horizontal principal stress in north part is in east-north

and in south part is in west-east. Besides

the main crustal stress in the fault zone is smaller than that in continuous strata

the adjacency of fault zone is gradient zone of stresses variation

and the fault zone has an obvious effect on the distribution of horizontal principal stress.

关键词

Keywords

references

Views

2116

下载量

CSCD

Alert me when the article has been cited

提交

Tools

Publicity Resources

Experimental study of impact of crustal stress on fracture pressure and hydraulic fracture

Experiments on mechanical properties of Cretaceous red sandstone after freeze-thaw process

Nonlinear mechanical response of surrounding rock in compressed air energy storage cavern based on Hoek-Brown criterion

Strength development model for slurry-like mud treated by physicochemical combined method considering preloading stress

Progressive fracture evolution and mechanical response of cavity-containing sandstone under low-frequency disturbance

Related Author

MA Geng

ZHANG Fan

LIU Xiao

FENG Dan

ZHANG Peng-wei

LIU Bo

MA Yong-jun

SHENG Hai-long

Related Institution

School of Energy Science and Engineering, Henan Polytechnic University

Research Institute of Henan Energy Resources and Chemical Industry Group Co., Ltd.

Collaborative Innovation Center of Coalbed Methane and Shale Gas for Central Plains Economic Region

State Key Laboratory for Coal Mine Disaster Dynamics and Control, Chongqing University

School of Mechanics and Civil Engineering, China University of Mining & Technology

AI问答

⁰